recapp facility evaluation report · calgary - colonel irvine junior high school (b2583a) report...

Report run on: January 30, 2006 11:58 AM

RECAPP Facility Evaluation Report

Colonel Irvine Junior High School

B2583ACalgary

Report run on: January 30, 2006 11:58 AM of 36

B2583ABuilding Id:

Colonel Irvine Junior High SchBuilding Name:

CalgaryLocation:412 Northmount Drive N. W.Address:

0.00Gross Area (sq. m): $11,698,513Replacement Cost:0Construction Year:

Evaluation Date: December 1 2004

Jacques WhitfordEvaluation Company:

Mr. Mario PlastinaEvaluator Name:

Colonel Irvine Junior High School is generally a single storey building with a section that is two storeys in height due tothe slope of the landscaping. The original school was built in 1957. The first addition was constructed in 1960 andconsisted of additional classrooms. A second addition was constructed in 1968 and houses classrooms and theschool's library. The school is 7,522 square metres in size and is situated on 2.75 hectares (6.8 acres). Overall, the property appeared to be in marginal condition.

General Summary:

Structural Summary:The foundation consists of cast-in-place concrete with a slab on grade. The structure is a combination of load bearingmasonry walls and wood framing supporting wood and steel pan roof decking (1968 addition) . The roof structure in theolder section of the school is constructed of wood decking whereas the roof structure in the 1968 section is constructed ofmetal pan decking. A foundation leak was reported around the area where the old water main enters the building. Repair to the foundation isrecommended. Visually, the structural components appeared to be in good condition, no evidence of deflection, warp, twist orvertical/horizontal misalignment was observed in the structural framing.

Envelope Summary:The exterior of the building is clad with brick veneer. Painted panel boards are located above the top sections of theexterior windows. In general the brick veneer appeared to be in marginal condition and will therefore require restoration. The roof has 11 roof sections which are protected by both SBS modified bitumen and Built-Up Roof membranes. It wasreported that SBS modified bitumen roof sections A, B, C, & D were last replaced in 2003, sections H, I & J were lastreplaced in 1999 and roof sections E & K were last replaced in 1992. The two Built-up roof sections, F & G, werereportedly last replaced in 1984. The higher roof levels drain via scuppers and pre-finished metal downspouts to lower roofsections which slope towards drains which are connected to internal water leaders. With the exceptions of minordeficiencies, the SBS modified bitumen roof sections generally appeared to be in good condition. The built-up roofsections, however appeared to be aged and deteriorated and will require replacement within the 5-year tactical planningwindow. Wood and some metal skinned (1968 addition) exterior doors were observed around the perimeter of the building.Damaged and deteriorated exterior doors were identified and replacements are recommended within the 5-year evaluationperiod. The windows in the original 1957 building and in the 1960 addition are original wooden framed single glazed windowsunits with operable hoppers that were showing signs of age and deterioration. Evidence of air and water infiltration wasidentified in several locations. Replacement of the inefficient windows is recommended within the evaluation period. Thealuminum framed windows in the 1968 addition appeared to be the original units and also showed signs of deteriorationand will require replacement . Overall, the building envelope appeared to be in marginal condition.

Interior Summary:

17.51%5 year Facility Condition Index (FCI):

Facility Details Evaluation Details

Total Maintenance Events Next 5 years: $2,048,760

Calgary - Colonel Irvine Junior High School (B2583A)


The interior finishes consist of the following components: The ceiling finishes in the building are predominately 12" x 12" acoustic tile, however sections of the school are finishedwith 2' x 4' suspended acoustic panels, drywall and painted concrete. Floor finishes include, painted concrete ( service rooms), 9" x 9" VAT and 12" x 12" VCT flooring (corridors and someclassrooms), sheet vinyl ( a majority of the classrooms), hardwood flooring (Gymnasiums, and Construction Lab) ,carpeting (isolated classrooms, offices), terrazzo (basement corridor in the 1960 addition ) and quarry tile (mainwashrooms, 1960 addition). Wall finishes are predominately painted gypsum board, or painted concrete block with some wood paneling andwallcoverings observed in isolated areas. Replacement of the 12" x 12" acoustical ceiling tiles and millwork is recommended within the evaluation period. Partialreplacement of the lockers, washroom partitions, furnishings, vinyl tile and sheet vinyl flooring, areas of carpeting andswinging doors is also recommended within the five year tactical window. Repair to some swing doors and the terrazzoflooring is also recommended. The desks and chairs within the building appeared to be in marginal condition. Overall, the interior finishes appeared to be in marginal condition.

Mechanical Summary:Heating for the original (1957) section of the building is provided by two natural gas-fired, fire-tube steam boilersmanufactured by Liberty that have capacities of approximately 3,000,000 BTU/hr. Heating for the 1968 addition isprovided by one cast iron natural gas-fired hot water boiler manufactured by Peerless and has a capacity of 3,360,000BTU/hr. Domestic water is supplied to the building via the municipal supply system and the wastewater is discharged to themunicipal sewer system. Domestic hot water is provided by two John Wood natural gas-fired domestic hot waterheaters with capacities of 38,000 BTU/hr. and 34,000 BTU/hr. The tanks were installed in 2004. Ventilation for the original (1957) section of the school is provided by unit ventilators combined with a central exhaustsystem. A central AHU provides ventilation for the 1968 addition. Roof mounted mushroom type exhaust fans alsoprovide ventilation to washrooms and storage rooms. The unit ventilators are in poor condition and require replacement. Fire protection is provided by a standpipe and hose system in combination with wall mounted fire extinguishers locatedthroughout the building. Heating for the building is adequate. However, boiler replacement is expected within the evaluation period. The ventilationsystem in the original (1957) section is inadequate and requires replacement. Overall, the mechanical systems are inmarginal condition.

Electrical Summary:The electrical system is fed underground from an outdoor pad-mounted transformer that delivers 120/208V, 3 phase, 4wire power to an 800 A main distribution panel located in the basement of the original (1957) building. The 800 A maindistribution panel provides power to other sub-panels that serve various sections of the building. The main switchgearwas upgraded in 1990. The only panelboards replaced were those in the computer room. Lighting in the building consists mainly of fluorescent surface mounted and pendant T-12 fixtures with wraparound andeggcrate lenses. Exterior lighting is provided by surface mounted wall pack high intensity discharge (HID) fixtures.Emergency lighting in the school is provided by battery packs. The fire alarm system is a Simplex 2001 system consisting of pull stations, alarm bells, smoke detectors, and heatdetectors. Overall, the electrical system is 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*

B1010.01 Floor Structural Frame*(Building Frame)

B1010.02 Structural Interior Walls Supporting Floors*

B1010.03 Floor Decks, Slabs, and Toppings*

3 - Marginal

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

Installed

100

100

100

100

100

100

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Updated

Updated

Repair foundation leak at the front of the building.

Repair 2005 $5,400 Medium

It was reported that there is a foundation leak where the oldwater main enters the building.

Concern:

Repair foundation leak.Recommendation:


S1 STRUCTURAL

Event:

Type Year Cost Priority

Updated: February 17 2005

The 1957, 1960 &1968 building foundations likely consist of cast-in-place concrete beams and spread footings. Structuraldrawings were not available for review during the site visit.

The 1957, 1960 & 1968 sections of the school have cast-in-place concrete slab-on-grade with conventional steelreinforcement.

The 1957, 1960 & 1969 sections of the school have cast-in-place concrete basement walls with conventional steelreinforcement.

Wood framed floor structure and cast-in-place concrete.

Interior load-bearing walls are comprised of cast-in-place concrete (basement level) and masonry block walls (above grade).

Portions of the building with basement levels, storage areas and access tunnels have cast-in-place suspended slabs withconventional reinforcement.


B1010.07 Exterior Stairs*

B1020.01 Roof Structural Frame*

B1020.04 Canopies*

3 - Marginal

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

0

0

0

Installed

Installed

Installed

40

100

100

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Repair exterior stairs.


Evidence of previous repairs and metal plate reinforcement wasnoted at the stairs located at the main entrance to the school.A crack was observed through the middle of the stairs at thenorthwest entrance to the 1960 addition. Deficient concretewas identified at the northeast stairs to the 1960 building.

Concern:

Replace the exterior stairs at the northwest entrance to the1960 building and repair the remaining stairs.

Recommendation:


Event:



Exterior stairs are comprised of cast-in-place concrete. There are exterior stairs at the main school entrance and at thenorthwest and northeast entrances to the 1960 addition.

Open web steel joists and wood beams supporting a wood roof deck and open web steel joists supporting a metal roof deck(1968 addition).

Cantilevered wood framed canopies are located at the northwest and east entrances to the 1960 addition.


B2010.01.02.01 Brick Masonry: Ext. Wall Skin*

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

3 - Marginal

3 - Marginal

Rating

Rating

0

0

Installed

Installed

75

0

Design Life

Design Life

DEC-04

DEC-04

Updated

Updated

Repair brick veneer.

Replace exterior sealant.

Repair

Failure Replacement

2005

2005

$108,000

$27,000

Medium

Medium

Deficient mortar joints were observed on all elevations of thebuilding including the brick chimney.

The exterior sealant was cracked and adhesive failure wasobserved.

Concern:

Concern:

Repair the brick work.

Replace exterior sealant.

Recommendation:

Recommendation:


S2 ENVELOPE

Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 17 2005

February 17 2005

The building is clad with red clay brick veneer on a concrete block back-up wall. The main entrance to the school is cladwith a light brown brick which extends, approximately 3', above the roof level to accent the main entrance.

Joint sealant is located at the interface between the different cladding materials, including around doors and windows on allbuilding sections.


B2010.01.99 Other Exterior Wall Skin*

B2010.02.01 Cast-in-place Concrete:Ext.Wall Const*

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

3 - Marginal

3 - Marginal

4 - Acceptable

Rating

Rating

Rating

0

0

0

Installed

Installed

Installed

0

100

20

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Repair and paint stucco finish.

Repaint foundation walls.

Repair

Repair

2005

2006

$21,600

$7,560

Low

Low

Hair line cracks and peeling paint was observed on the exteriorwall sections that are finished with a stucco finish.

Peeling and faded paint finishes were identified on the paintedfoundation walls.

Concern:

Concern:

Repair hairline cracks and repaint.

Re-paint foundation walls.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 17 2005

February 17 2005

Portions (north elevation of the 1960 building, around the gymnasium and areas around the 1968 addition) of the exteriorwalls that extend above the main roof level are finished with a painted stucco finish.

The exposed concrete foundation walls of the original and 1960 buildings are painted. The exposed foundation walls of the1968 building have not been painted.


B2010.06 Exterior Louvers, Grilles, and Screens*

B2010.09 Exterior Soffits*

B2020.01.01.02 Aluminum Windows*

3 - Marginal

4 - Acceptable

3 - Marginal

Rating

Rating

Rating

0

0

0

Installed

Installed

Installed

20

20

35

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Repaint metal screens.

Replace aluminum windows.

Repair

Failure Replacement

2006

2008

$21,600

$27,000

Low

Low

Discoloured paint finishes and corrosion was evident onnumerous screens.

Deteriorated aluminum frames were identified.

Concern:

Concern:

Repaint screens.

Replace aluminum framed windows in the 1968 addition.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 17 2005

February 17 2005

Metal screens have been installed on all lower level classroom and basement windows, with the exceptions of the windowslocated at the north elevation and the windows facing the courtyard. Screening was also identified at the roof level of the1960 addition's north elevation.

Exposed roof decking and wood beams on the original 1957 building and plywood on the 1960 addition.

The windows in the 1968 addition are the original aluminum framed units. The windows are double single paned units withinternal 1" venitian blinds sandwiched inbetween the two panes. The windows are equipped with a hopper operable section.


B2020.01.01.05 Wood Windows*

B2020.04 Other Exterior Windows*

B2030.01.10 Wood Entrance Door*

3 - Marginal

4 - Acceptable

3 - Marginal

Rating

Rating

Rating

0

0

0

Installed

Installed

Installed

35

35

30

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Replace the wood framed windows in the 1957building and the 1960 addition.

Replace exterior wood doors.

Failure Replacement

Failure Replacement

2005

2007

$297,000

$37,800

Medium

Low

Rotted wood window frames were identified in the 1957building and 1960 addition. Evidence of water and air infiltrationwas noted. Broken and inoperable window units were alsoencountered.

Signs of deterioration, delamination and damaged surfacefinishes, were noted on the entry doors.

Concern:

Concern:

Replace the inefficient windows in the 1957 building and the1960 addition.

Replace exterior entry doors.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 17 2005

February 17 2005

The window units in the 1957 building and 1960 addition are predominately single pane wooden framed units. The windowunits are equipped with a hopper type operable section. The top portion of the windows have been covered with paintedpanel boards.

Glass block windows were identified at the basement level.

Wood slab and wood panel entry doors are located in the building.


B2030.02 Exterior Utility Doors*

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

B3010.04.04 Modified Bituminous Membrane Roofing (SBS)*

3 - Marginal

3 - Marginal

4 - Acceptable

Rating

Rating

Rating

0

0

0

Installed

Installed

Installed

0

25

25

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Replace utility doors.

Replace Built-up roof sections F & G.

Failure Replacement

Failure Replacement

2007

2007

$10,800

$54,000

Low

Low

Signs of deterioration were noted on the two ultility doors.

Exposed felt membranes and blisters were noted. Evidence ofprevious roof leaks were also observed from the interior.Deficient roof flashing was also identified.

Concern:

Concern:

Replace utility doors on the south elevation.

Replace roof sections F & G.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 17 2005

February 17 2005

Wood slab utility doors are located in the buildings.

Roof sections F & G are protected with a built-up roof membrane with gravel cover and were reportedly last replaced in1984.

There are a total of 9 roof sections that are protected with a SBS Modified Bitumen membrane system. Roof sections E & Kwere last replaced in 1992, roof sections H, I & J were last replaced in 1999 and roof sections A, B, C & D were lastreplaced in 2003.


B3010.07 Sheet Metal Roofing*

B3010.08.02 Metal Gutters and Downspouts*

B3020.02 Other Roofing Openings*

3 - Marginal

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

0

0

0

Installed

Installed

Installed

40

0

0

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Repaint sheet metal roofing over access ladder.

Repair 2006 $1,080 Low

The paint finish on the metal roofing was deteriorated andpeeling.

Concern:

Repaint metal roofing.Recommendation:


Event:



The roof over the roof access ladder is painted sheet metal.

Downspouts which are attached to scuppers drain roof water from the higher roof levels (roofs I & D) to lower roof levels(roofs A, B, & C). Water on the lower roof levels drain to internal rainwater leaders.

A wood structure, that covers the roof access ladder, is clad with SBS modified bitumen and protected with a metal roof.The roof opening is located on roof section C.


C1010.01 Interior Fixed Partitions*

C1010.05 Interior Windows*

C1020.01 Interior Swinging Doors*

C1020.02 Interior Entrance Doors*

4 - Acceptable

4 - Acceptable

3 - Marginal

3 - Marginal

Rating

Rating

Rating

Rating

0

0

0

0

Installed

Installed

Installed

Installed

50

40

50

50

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Repair interior swing doors.

Re-furbish entrance doors.

Repair

Repair

2006

2006

$37,800

$4,320

Low

Low

The finish on the interior swing doors were deteriorated. Theinterior door hardware is aged, deteriorated and requireincreased maintenance. Damaged and de-laminated wooddoors were identified in the basement level of the 1957 building.

The finish on the interior entrance doors were deteriorated.

Concern:

Concern:

Re-furbish interior swing doors and replaced damaged doorsand defective door hardware.

Re-furbish interior entrance doors.

Recommendation:

Recommendation:


S3 INTERIOR

Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 17 2005

February 17 2005

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

Interior windows are located in the partition that separates the main Library from the Library office.

Interior swinging doors are predominately original wood doors slab with original door hardware.

Interior entrance doors are located at some of the main entrances doors and are typically similar in construction to theadjoining exterior door assembly, with the exception of the main entrance doors. The main entrance doors are wood doorswith inset glass panels.


C1020.03 Interior Fire Doors*

C1030.01 Visual Display Boards*

C1030.02 Fabricated Compartments(Toilets/Showers)*

C1030.08 Interior Identifying Devices*

4 - Acceptable

4 - Acceptable

3 - Marginal

4 - Acceptable

Rating

Rating

Rating

Rating

0

0

0

0

Installed

Installed

Installed

Installed

50

0

0

0

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Replace the metal washroom partitions

Failure Replacement 2007 $48,600 Low

Dented and corroded washroom/shower partition panels wereidentified on the partition stalls in the 1957 building. Damagedhardware was also encountered.

Concern:

Replace corroded and damaged washroom and showerpartitions in the 1957 building.

Recommendation:


Event:



Interior slab doors with glass inserts.

A combination of blackboards and whiteboards are situated in each classroom.

The metal washroom and shower partitions appeared to be original to the date of construction of their respective section.

Signs are fastened above or on the doors in the corridors denoting the corresponding room number or room use. Enclosed,wood framed, bulletin boards and display cabinets were noted in the main corridor of the 1957 building.


C1030.10 Lockers*

C1030.12 Storage Shelving*

C1030.14 Toilet, Bath, and Laundry Accessories*

C2010 Stair Construction*

C2020.01 Tile Stair Finishes*

C2020.08 Stair Railings and Balustrades*

3 - Marginal

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

Installed

30

0

20

100

30

50

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Updated

Updated

Replace damaged and dented lockers.


Dented, aged and deteriorated lockers were observed within theschool.

Concern:

Replace all lockers with the exception of the red lockerslocated in the boys dressing room, 1957 building. in thebuilding.

Recommendation:


Event:



The full size (corridors), half size and cubby storage lockers (basement level of the 1957 building) were observed. Some ofthe metal lockers appeared to date back to the construction of their respective sections.

Original general storage shelving units are located within the building.

The washrooms are equipped with standard washroom accessories including paper towel and toilet paper dispensers.

Wood, cast-in-place concrete and metal pan.

Quarry tile stair treads, 1968 addition.

Wall mounted wood handrails (main stairs) and metal handrails (concrete stairs). Floor mounted metal railings with rubberhandgrip (1968 addition).


C3010.01 Concrete Wall Finishes*

C3010.02 Wall Paneling*

C3010.04 Gypsum Board Wall Finishes*

C3010.06 Tile Wall Finishes*

C3010.09 Acoustical Wall Treatment*

C3010.12 Wall Coverings*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

Installed

100

30

40

50

20

10

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Updated

Updated


Unfinished and painted concrete wall finishes are found in the basement and storage levels.

Wall paneling is located at the entrances to the classrooms in the south wing of the 1957 building, along the bottom portionof the walls in the gymnasiums and along one wall in the corridor leading to the lunchroom.

Interior walls are painted gypsum board.

4"x4" ceramic wall tile was installed in the basement level washroom/shower areas of the 1957 building. A small section ofceramic wall tile was also observed behind a water fountain in the basement of the 1957 building.

Painted sound baffling sheathing is installed on the upper portion of the main Gymnasium and in a portion of the library.

Woven fabric (library) and textured wallcovering were observed in isolated classrooms.


C3020.01 Concrete Floor Finishes*

C3020.02 Tile Floor Finishes*

C3020.03 Terrazzo Floor Finishes*

3 - Marginal

4 - Acceptable

3 - Marginal

Rating

Rating

Rating

0

0

0

Installed

Installed

Installed

75

30

70

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Repair painted concrete floor in the mechanicalrooms.

Repair Terrazzo flooring.

Repair

Repair

2008

2007

$7,560

$3,240

Low

Low

The painted floor finishes were worn and peeling in the hightraffic areas.

Hair line cracks were observed in the terrazzo flooring in thebasement of the 1960 addition.

Concern:

Concern:

Repair concrete floors and repaint.

Repair terrazzo cracks.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 17 2005

February 17 2005

Concrete floors in the mechanical and service rooms are painted/sealed.

1" porcelain tile is installed at the base of the floor mounted urinals and in change room/shower areas. Quarry tile wasinstalled in the main washroom/change room area in the washrooms located in the basement of the 1957 building.

Terrazzo flooring is located in the basement corridor of the 1960 addition.


C3020.04 Wood Flooring*

C3020.07 Resilient Flooring* Sheeting

3 - Marginal

3 - Marginal

Rating

Rating

0

0

Installed

Installed

25

20

Design Life

Design Life

DEC-04

DEC-04

Updated

Updated

Re-furbish stage flooring.

Partial replacement of the vinyl sheet flooring.

Repair

Failure Replacement

2008

2006

$5,400

$54,000

Low

Medium

The stage hardwood flooring finish appeared to be worn anddeteriorated.

Deteriorated and raised seams were noted in the sheet vinylflooring. Sections of the sheet vinyl appeared to be worn anddamaged.

Concern:

Concern:

Re-furbish stage hardwood flooring.

Partial replacement of the sheet vinyl within the school isrecommended during the 5 year evaluation period.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 17 2005

February 17 2005

Hardwood strip flooring is situated in the main Gymnasium (re-furbished 2002), the basement level Gymnasium and in theConstruction Lab.

Resilient sheet flooring is predominately located in the classrooms and in the Library.


C3020.07 Resilient Flooring* Tile

C3020.08 Carpet Flooring*

C3020.14 Other Floor Finishes*

C3030.01 Concrete Ceiling Finishes*

3 - Marginal

3 - Marginal

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

0

0

0

0

Installed

Installed

Installed

Installed

20

10

0

100

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Partial replacement of the vinyl tile flooring.

Replace carpeting in the Student Service Roomand Weight Room.

Failure Replacement

Failure Replacement

2005

2005

$21,600

$4,320

Medium

Medium

In general the vinyl flooring appeared to be in acceptablecondition, however, evidence of patch repairs to the 9" X 9" VATand 12" x 12' flooring was observed in several area. Loose andworn tile were also identified.

Stained and worn carpeting was observed in the StudentServices Room and Weight Room.

Concern:

Concern:

Replace damaged or repaired vinyl flooring.

Replace carpeting in the Student Services and Weight rooms.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 17 2005

February 17 2005

9" x 9" VAT and 12" x 12' VCT flooring was noted in the main corridors and in isolated rooms.

Carpeting is located in the basement weight room (1957 building), Room 18, Room 2, the Student Services Room and theoffice areas.

A coloured (imitation terrazzo) cement covering was identified in the corridors of the 1968 addition.

Painted concrete ceilings in some of the basement level areas.


C3030.04 Gypsum Board Ceiling Finishes*

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

C3030.09 Other Ceiling Finishes* 12" x 12" Acoustic Tile

4 - Acceptable

4 - Acceptable

3 - Marginal

Rating

Rating

Rating

0

0

0

Installed

Installed

Installed

50

25

0

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Replace 12" x 12" acoustic tile ceilings.

Failure Replacement 2005 $129,600 Medium

Mis-matched ceiling tiles were noted where previous repairshave taken place. Stained, missing, de-bonded (1957basement corridor and Gymnasium) and disoloured ceiling tileswere encountered.

Concern:

Replace 12" x 12" acoustic ceiling tiles.Recommendation:


Event:



Painted drywall ceiling in isolated areas namely in the office area.

2' x 4' acoustic panel ceilings were noted in several areas ( Art Room, Fashion Studies, Home Economics Room,washrooms in the 1968 addition, Science Rooms, Library, Computer Room, Student Services Rooms.

12" x 12" acoustic ceiling tiles are located in a majority of the classrooms, in the Gymnasiums and in the corridors.


D2010.01 Water Closets*

D2010.02 Urinals*

D2010.03 Lavatories*

D2010.05 Showers*

D2010.08 Drinking Fountains / Coolers*

D2020.01.01 Pipes and Tubes: Domestic Water*

D2020.01.03 Piping Specialties (Backflow Preventors)*

D2020.02.02 Plumbing Pumps: Domestic Water*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

5 - Good

Rating

Rating

Rating

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

Installed

Installed

Installed

30

30

30

30

30

40

0

20

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Updated

Updated

Updated

Updated


S4 MECHANICAL

The water closets in the school consist of floor mounted, flush valve type fixtures. The units do not appear to be original.

The urinals in the school are floor mounted, flush tank type fixtures. The units do not appear to be original.

The lavatories in the school consist of wall mounted vitreous china, enamelled, and stainless steel fixtures manufactured byAmerican Standard. The units do not appear to be original.

Showers are located in the boys and girls changerooms. Spouts are 'gooseneck' type and have separate hot and coldwater valves.

The drinking fountains are located in the corridors of the school and are made of vitreous china.

The domestic water piping is copper throughout the building. Some of the piping has been replaced as necessary.

Backflow prevention is accomplished using a double check valve assembly.

Hot water recirculation pumps installed on domestic hot water system. The recirculation pump was installed in 2004.


D2020.02.06 Domestic Water Heaters*

D2030.01 Waste and Vent Piping*

D2040.01 Rain Water Drainage Piping Systems*

D2040.02.04 Roof Drains*

D3010.02 Gas Supply Systems*

D3020.01.01 Heating Boilers & Accessories: Steam*

5 - Good

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

2 - Poor

Rating

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

Installed

20

50

50

40

50

35

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Updated

Updated

Replace steam boilers.


The boiler conditions were observed to be deteriorating and theboilers are operating inefficiently. There is no backup to theboiler plant.

Concern:

Replace steam boilers. Recommendation:


Event:



Domestic hot water is provided by two natural gas-fired John Wood domestic hot water heaters located in the basementboiler and mechanical rooms. The domesic hot water heaters have capacities of 38,000 BTU/hr. and 34,000 BTU/hr. Thetanks were installed in 2004.

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 rainwater leaders that connect tothe municipal storm sewer system.

The roof drains are cast iron dome type drains. Some roof drain covers were observed to be missing and/or damaged.

The main natural gas feed enters the building through the mechanical room on the north side of the building.

The boiler plant in the original (1957) section consists of two natural gas-fired Liberty fire-tube boilers. The boilers werereported to have capacities of approximately 3,000,000 BTU/hr. The boilers are fitted with Honeywell Fluid Power GasValves and Triumph E-Series burners.


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

D3040.01.01 Air Handling Units: Air Distribution*

D3040.01.03 Air Cleaning Devices:Air Distribution*

4 - Acceptable

3 - Marginal

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

Installed

0

30

0

0

30

0

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Updated

Updated

Replace hot water boiler.


There was evidence of corrosion and flame damage to the boilerat the time of observation.

Concern:

Replace hot water boiler and piping. Recommendation:


Event:



The original boiler plant breeching is connected to a masonry chimney for boiler exhaust.

The boiler plant in the 1968 addition consists of one cast iron Peerless 3,360,000 BTU/hr. natural gas-fired hot water boiler.

The boiler plant in the 1968 addition uses a steel chimney with a steel cap for boiler exhaust. The combustion air ispreheated by a gas fired unit located in the boiler room.

The boiler water is treated using a chemical pot feeder system.

A central air handling unit provides ventilation to the classrooms in the 1968 addition. A make-up air unit equipped with aglycol heating coil serves the construction lab.

Air filters are installed on the air handling unit.


D3040.01.04 Ducts: Air Distribution*

D3040.01.07 Air Outlets & Inlets:Air Distribution*

D3040.02 Steam Distribution Systems: Piping/Pumps*

D3040.03.01 Hot Water Distribution Systems*

4 - Acceptable

4 - Acceptable

3 - Marginal

4 - Acceptable

Rating

Rating

Rating

Rating

0

0

0

0

Installed

Installed

Installed

Installed

50

50

30

40

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Inspect heating piping.

Replace steam piping and condensate traps.

Study

Failure Replacement

2005

2005

$5,400

$367,200

Medium

Medium

The heating piping is aged and was observed to have leaks.Broken steam traps and corroded piping were also observed.

Leaks and broken steam traps were observed. Corrosion wasobserved on exposed piping.

Concern:

Concern:

Inspect heating piping.

Replace all steam piping and condensate traps as per therecommendation of the study.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 16 2005

February 16 2005

The air outlets and inlets are of varying type and include supply air diffusers and supply and return air grilles.

Insulated black iron piping is used for steam distribution.

Insulated black iron piping is used for hot water distribution in the 1968 addition.


D3040.04.01 Fans*: Exhaust

D3040.05 Heat Exchangers*

D3040.06 Other HVAC Distribution Systems*

D3050.05.01 Convectors*

D3050.05.03 Finned Tube Radiation*

3 - Marginal

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

30

30

0

30

0

Design Life

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Updated

Replace all roof mounted exhaust fans.


Exhaust fans were observed to be in poor condition and severalunits were noted to be non-operational.

Concern:

Replace all roof mounted exhaust fans. Recommendation:


Event:



The original (1957) section of the building is exhausted centrally by fans located in the basement level and on the rooftop.The 1968 addition is ventilated by roof mounted mushroom type exhaust fans for washrooms and storage rooms.

A steam-glycol heat exchanger is located in the basement mechanical room.

Two evaporative coolers are installed in the 1968 addition. The coolers are original to the addition.

Steam convectors are located at the entrances to the building and are controlled by line voltage switches.

Finned tube radiators are located in all classrooms and common areas throughout the building.


D3050.05.07 Unit Ventilators*

D3060.02.02 Pneumatic Controls* - (1968 addition)

D3060.02.02 Pneumatic Controls* - Original (1957) section

D3090 Other Special HVAC Systems and Equipment*

2 - Poor

5 - Good

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

0

0

0

0

Installed

Installed

Installed

Installed

0

40

40

0

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Replace all classroom unit ventilators.

Replace the air compressor located in the original(1957) mechanical room.

Failure Replacement

Failure Replacement

2005

2007

$54,000

$5,400

Low

Low

Unit ventilators are constantly breaking down, are noisy, andrequire excessive maintenance.

The air compressor has aged, and evidence of corrosion andleakage were present.

Concern:

Concern:

Replace all classroom unit ventilators.

Replace the air compressor.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 16 2005

February 16 2005

The original (1957) section of the school utilizes unit ventilators in conjunction with a central exhaust system for ventilation.The unit ventilators are supplied with steam for heating purposes from the boiler plant.

Pneumatic controls are used throughout the 1968 addition of the school and are manufactured by Johnson Controls andHoneywell. Some controls have been replaced. A Champion compressor powered by a 1 hp motor located in themechanical room powers the pneumatic control system. The compressor has been replaced in the last ten years.

Pneumatic controls are used throughout the 1957 section of the school and are manufactured by Johnson Controls andHoneywell. Some controls components have been replaced over the years. A DeVilbiss model UBK-5292 air compressorlocated in the mechanical room powers the pneumatic control system.

A dust collector is located in the basement of the original (1957) section of the building.


D4020 Standpipes*

D4030.01 Fire Extinguisher, Cabinets and Accessories*

4 - Acceptable

4 - Acceptable

Rating

Rating

0

0

Installed

Installed

50

30

Design Life

Design Life

DEC-04

DEC-04

Updated

Updated


A 2" standpipe system exists in the school. The standpipe is complete with hoses on every floor and is original to thebuilding.

Wall mounted fire extinguishers are located throughout the school.


D5010.01 Main Electrical Transformers*

D5010.03 Main Electrical Switchboards (Main Distribution)*

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

D5010.07.02 Motor Starters and Accessories*

4 - Acceptable

5 - Good

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

0

0

0

0

Installed

Installed

Installed

Installed

40

40

25

0

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Replace all branch circuit panelboards.


The branch circuit panelboards are aged and show evidence ofcorrosion. Breaker replacements are not readily available.

Concern:

Replace all branch circuit panelboards. Recommendation:


S5 ELECTRICAL

Event:



An exterior pad mounted transformer is located on site.

The main electrical switchboard is manufactured by Square D and is rated at 800 A, 120/208 V, 3 phase, 4 wires. Theswitchboard was reportedly replaced circa 1990.

The 800 A switchboard distributes power to various panelboards located throughout the school. New panels were installed inthe computer room.

Motor starters are manufactured by Allen-Bradley and are located in the mechanical rooms.


D5020.01 Electrical Branch Wiring*

D5020.02.01 Lighting Accessories (Lighting Controls)*

D5020.02.02.01 Interior Incandescent Fixtures*

3 - Marginal

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

0

0

0

Installed

Installed

Installed

50

30

30

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Inspect building wiring.

Replace the building wiring in the original (1957)section of the building.

Study

Failure Replacement

2005

2005

$5,400

$86,400

Medium

Medium

With the exception of the 1982 addition, the wiring in thebuilding is aged and has surpassed its theoretical useful life of50 years. The wiring insulation becomes deteriorated with timeand should be inspected regularly.

With the exception of the 1982 addition, the wiring in thebuilding is aged and has surpassed its theoretical useful life of50 years. The wiring insulation becomes deteriorated with timeand should be replaced.

Concern:

Concern:

Inspect bulding wiring.

Replace the building wiring in the original (1957) section of thebuilding as per the results of the study.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 16 2005

February 16 2005

The electrical wiring in the building is standard wire in conduit.

The lighting in the school is controlled by line voltage switches. Keyed switches are provided in public areas such ascorridors and entrances.

Incandescent fixtures are located in mechanical and storage rooms in the basement.


D5020.02.02.02 Interior Florescent Fixtures*

D5020.02.03 Emergency Lighting*

D5020.03.01.04 Exterior H.P. Sodium Fixtures*

D5020.03.02 Lighting Accessories (Lighting Controls)*

D5030.01 Detection and Alarm Fire Alarm*

D5030.02.02 Intrusion Detection*

4 - Acceptable

3 - Marginal

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

Installed

30

30

30

25

25

25

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Updated

Updated

Replace exit lighting.


Exit signs deteriorated and do not provide adequateillumination.

Concern:

Replace all exit lights with LED type exit lights.Recommendation:


Event:



Fluorescent fixtures are used throughout the school and consist of surface mounted and pendant T-12 fixtures withwraparound and eggcrate lenses. Some T-8 fixtures exist in the 1968 addition.

Emergency lighting in the school is provided by nickel cadmium battery packs located throughout school. Some fixturesare protected by metal enclosures. The exit signs in the school are incandescent.

Wall mounted HID lighting is used around the perimeter of the school.

The exterior lighting is controlled by photocells.

The fire protection system is a Simplex 2001 system consisting of pull stations, alarm bells, smoke detectors, and heatdetectors. The system was installed circa 1990.

The intrusion detection system consists of a Silent Knight burglary/fire control/communicator system and motion sensorslocated in the corridors, library, and office. The system was installed circa 1990.


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

5 - Good

5 - Good

4 - Acceptable

Rating

Rating

Rating

Rating

0

0

0

0

Installed

Installed

Installed

Installed

25

25

0

0

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated


The clock system consists of a Lathem LTR4 master clock located in the general office area. The system is approximately10 years old.

Telephones are provided in all classrooms and are used for intercom, paging, and external calling. The telephone service isprovided by Telus and the hardware is manufactured by Northern Telecom.

The fiber optic data system was installed circa 1995. The data system is equipped with an APC Back-UPS CS 500 surgeprotector. The system is approximately ten years old.

The public address system is manufactured by Sony and is located in the general office area.


E1090.03 Food Service Equipment*

E1090.04 Residential Equipment*

E1090.07 Athletic, Recreational, and Therapeutic Equipment*

E2010.02.05 Educational Facility Casework*

E2010.02.07 Kitchen Casework*

E2010.02.08 Laboratory Casework*

4 - Acceptable

4 - Acceptable

4 - Acceptable

3 - Marginal

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

Installed

0

0

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Updated

Updated

Replace damaged millwork in the classrooms.


Delaminated wood shelving and cabinetry was observed in theclassrooms. Damaged laminate and sheet vinyl countertopswere identified.

Concern:

Replace aged, damaged and worn cabinetry in theclassrooms.

Recommendation:


S6 EQUIPMENT, FURNISHINGS AND SPECIAL CONSTRUCTION

Event:



Commercial warmers and oven are located in the cafeteria kitchen.

Residential fridges, stoves and microwaves are located in the home economics classroom.

Basketball hoops are located in the gymnasium.

Each classroom is equipped with wood shelving and cabinetry, typically in place along the exterior wall.

A combination of, laminate counters with laminate countertops, wood cabinetry with laminate countertops (cafeteria kitchen)and birch cabinetry with laminate countertops (home economics classroom, 1999).

Birch cabinetry with laminate lab countertops.


E2010.02.09 Library Casework*

E2010.03.01 Blinds*

E2010.03.06 Curtains and Drapes*

E2020 Moveable Furnishings*

4 - Acceptable

3 - Marginal

4 - Acceptable

3 - Marginal

Rating

Rating

Rating

Rating

0

0

0

0

Installed

Installed

Installed

Installed

0

0

0

0

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Replace damaged blinds.

Replace damaged and worn classroom desks.

Failure Replacement

Failure Replacement

2006

2008

$16,200

$27,000

Low

Low

Discoloured, stained and damaged 2" venetian blinds wereobserved in some of the classrooms.

Worn, damaged and deteriorated classroom desks wereidentified in the classrooms.

Concern:

Concern:

Replace damaged blinds.

Replace aged and damaged classrooms desks (approximately150).

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 17 2005

February 17 2005

The Library is equipped with moveable and stationary wood shelving and cabinetry casework. The stationary cabinetry isbirch veneer on plywood. The main library desk is wood with a laminate top.

2" venitian blinds, on the interior of each window, are included in classrooms and office spaces.

Curtain at the stage of the main Gymnasium.

Desks and chairs were located in classrooms. Moveable lunch tables are located in the cafeteria.


F1020.02.04 Cold Storage Rooms*

F2020.01 Asbestos*

F2020.02 PCBs*

F2020.03 Mercury*

F2020.04 Mould*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

0

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Updated


Cold storage rooms are located in the 1957 building. The area is finished with exposed concrete walls and ceilings andearth/crush stone floors.

Suspected asbestos-containing materials observed in the building include VAT flooring in the corridors and piping insulation.

Based on the age of the building, sources of potential PCBs include ballasts in fluorescent light fixtures.

Potentially in the old mercury switch thermostatic controls.

Potentially on the water damaged suspended ceiling tiles.

Report run on: February 13, 2006 3:55 PM Page 2 of 7

S2583Building Id:

Colonel Irvine Junior High SchBuilding Name:

CalgaryLocation:Address:

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

Evaluation Date:

Evaluation Company:

Evaluator Name:

The size of the site is 2.75 hectares (6.8 acres). The site features include shrubs, grass and trees. Grass cover is located around the building. Trees and shrubs arelocated at the front of the 1957 building and along the east elevation. Trees are also located along the south boundary ofthe parking area. The unpaved parking area is located to the south of the building and is equipped with approximately 45unmarked parking stalls. A paved asphalt courtyard is located between the two wings of the 1957 building. Concretewalkways are located along the south elevation of the 1957 Building and adjacent to the entrance to the parking area.Community grass playing fields are located to the south and west of the building and consist of baseball diamonds andsoccer fields. During the 5 year evaluation period the following repair/replacements are recommended; replace concrete pavement tothe south of the building, replace the asphalt pavement in the courtyard and pavement leading to the main entrance,repair the gravel parking area, repair south stairs and repair retaining wall to the east of the 1957 building . There are no portable classroom units on this site. Overall, the site features are in acceptable 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: $82,080

Calgary - Colonel Irvine Junior High School (S2583)

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.


G2010.02.01 Aggregate Roadway (Gravel)*

G2010.02.02 Flexible Pavement Roadway (Asphalt)*

G2020.02.01 Aggregate Parking Lots (Gravel)*

G2020.06.01 Traffic Barriers*

G2020.06.03 Parking Lot Signs*

4 - Acceptable

5 - Good

3 - Marginal

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

0

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

Updated

Updated

Updated

Updated

Updated

Repair gravel parking area.

Repair 2007 $16,200 Low

Pot holes and uneven surfaces were observed in the gravelparking area.

Concern:

Re-grade and add base as necessary.Recommendation:


S7 SITE

Event:



A gravel roadway provides vehicular access from the gravel parking area to the internal courtyard.

An asphalt roadway is located to the west of the south wing (1999).

A gravel parking lot with approximately 45 surface parking stalls is situated to the south of the building. Vehicle access tothe parking lot is from Holman Avenue SW.

The metal structure that supports the plug-ins along the perimeter of the parking area also acts as a traffic barrier for parkedcars.

Metal signs are attached to the chain link fencing surrounding the parking area.


G2030.02.02 Asphalt Pedestrain Pavement* Walkways

G2030.02.02 Asphalt Pedestrian Pavement*

3 - Marginal

3 - Marginal

Rating

Rating

0

0

Installed

Installed

0

25

Design Life

Design Life

Updated

Updated

Replace the asphalt paved walkway leading to themain school entrance.

Replace the asphalt pavement in the courtyardand below the breezeway.

Failure Replacement

Failure Replacement

2007

2007

$2,160

$48,600

Low

Low

Cracks were noted in the asphalt paved walkway leading to themain school entrance.

Alligator cracking and longitudinal cracks were observed in thecourtyard. Grass intrusion was also identified. The asphaltsurface below the breezeway was deteriorated.

Concern:

Concern:

Replacement of the walkway is recommended.

Replace the asphalt surface.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 16 2005

February 16 2005

Asphalt paved walkways are located at the main entrance and along the east elevation of the 1960 addition.

The courtyard and the area below the breezeway is paved in asphalt.


G2030.04 Rigid Pedestrian Pavement (Concrete)*

G2030.06 Exterior Steps and Ramps*

G2040.02 Fences and Gates*

G2040.03 Athletic and Recreational Surfaces*

3 - Marginal

3 - Marginal

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

0

0

0

0

Installed

Installed

Installed

Installed

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Updated

Updated

Updated

Updated

Repair the concrete sidewalk to the south of theoriginal building.

Repair concrete stairs adjacent to the northwestentrance of the 1960 addition.

Repair

Repair

2005

2005

$5,400

$4,320

Medium

Medium

Settled and cracked concrete pavers were noted along thesouth elevation of the original building.

The metal tread nosings were corroded and the concrete belowthe nosings was spalling.

Concern:

Concern:

Repair concrete sidewalk.

Repair concrete stairs.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 16 2005

February 16 2005

Concrete walkways are located along the south elevation and adjacent to the entrance to the parking area. The parking lotwalkway provides access to the southwest entrance of the 1960 addition from Holman Avenue NW.

Cast-in-place concrete stairs are located adjacent to the northwest entrance of the 1960 addition. All other cast-in-placestairs are addressed in the Structural section.

Chain-link fencing is located to the north and west sides of the parking area and along the top of the retaining wall located tothe west of the south wing.

Grass playing fields located to the west and south of the building.


G2040.05 Site and Street Furnishings*

G2040.06 Exterior Signs*

G2040.08 Flagpoles*

G2040.09 Covers and Shelters*

G2040.11 Retaining Walls*

G2050.04 Lawns and Grasses*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

3 - Marginal

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

Installed

20

0

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

Updated

Updated

Updated

Updated

Updated

Updated

Repair the concrete retaining wall at the northeastcorner of the property.


Cracks were observed on the painted concrete retaining wall atthe northeast corner of the site. Water penetration through thewall was evident.

Concern:

Repair concrete retaining wall.Recommendation:


Event:



Metal framed picnic tables have been placed in the courtyard.

Wall mounted letters above the main entrance identifies the building.

A metal flag pole supported by a wood and metal post base is located in front of the main entrance, north elevation.

There is a concrete shelter covering the pad mounted transformer, east elevation.

There are three cast-in place concrete retaining walls on the property. One is located to the west of the south wing, another is located to the west of the 1968 addition and the other is located atthe northeast corner of the property.

Grassed areas surround the building.


G2050.05 Trees, Plants and Ground Covers*

G2050.07 Planting Accessories*

G3060.01 Gas Distribution*

G4010.01 Electrical Substations*

G4010.02 Electrical Power Distribution Lines*

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

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

Installed

Installed

Installed

0

0

0

0

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

Updated

Updated

Updated

Updated

Updated

Updated

Updated

Updated


Small shrubs and trees are planted along the north and east property lines.

Several concrete box planters are situated in the courtyard.

The main gas line enters the building at the main basement level mechanical room.

A pad mounted transformer protected by a concrete structure is located to the east of the building.

The current underground electrical power distribution lines enter the building on the east elevation.

The electrical power distribution equipment is located in the main electrical rooms in the basement level of the school, eastelevation.

Car plug-ins are located in the parking area.

Area lighting is provided by only a few wall mounted HID light fixtures.

Report run on: January 30, 2006 11:58 AM Page 35 of 36

K4010.01 Barrier Free Route: Parking to Entrance

K4010.02 Barrier Free Entrances

3 - Marginal

3 - Marginal

Rating

Rating

0

0

Installed

Installed

0

0

Design Life

Design Life

DEC-04

DEC-04

Updated

Updated

Upgrade barrier free access to the building.

Provide automated entry at the main schoolentrance and at an entrance adjacent to theparking area.

Barrier Free Access Upgrade


2005

2005

$21,600

$7,560

Medium

Medium

The curb at Northmount Drive NW has not been cut to providedwheelchair access from the street to the front entrance stairs.An access ramp has not been provided at the main entrance.A paved walkway does not provide barrier free access fromthe south parking area to one of the schools entrances.

No automated entry is provided at any entrance on the buildingexterior.

Concern:

Concern:

Curb cut the sidewalk at the main entrance, provide an accessramp to the main entrance and provided a paved walkway fromthe south parking area to a south entrance.

Equip the main entrance and a secondary entrance, adjacentto the parking area, with automated door openers. This can beperformed in conjunction with the exterior door replacement.

Recommendation:

Recommendation:


S8 FUNCTIONAL ASSESSMENT

Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 17 2005

February 17 2005

Roadside barrier free parking is not provided along Northmount Dr. NW. No designated barrier free parking spaces wereidentified on site.

There is no ramp at the main entry or secondary entry that provides barrier free access. No automated entry is provided atany entrance.

Report run on: January 30, 2006 11:58 AM Page 36 of 36

K4010.03 Barrier Free Interior Circulation

K4010.04 Barrier Free Washrooms

3 - Marginal

3 - Marginal

Rating

Rating

0

0

Installed

Installed

0

0

Design Life

Design Life

DEC-04

DEC-04

Updated

Updated

Add chairlifts, ramps and elevators.

Add two uni-sex barrier free washrooms.



2005

2005

$216,000

$54,000

Medium

Medium

The school is not equipped with automated lifts or elevatorsrendering certain portions of the school inaccessible towheelchair users.

Washrooms presently located in the school were not properlyequipped for handicapped or wheelchair users.

Concern:

Concern:

Provide wheelchair lifts, ramps and elevators to provide barrierfree circulation.

Provide a two uni-sex barrier free washroom.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 17 2005

February 17 2005

No elevating devices or lifts are present to access upper or lower levels of the building.

This school is presently not equipped with a barrier free washroom.

recapp facility evaluation report · calgary - colonel irvine junior high school (b2583a) report...

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