RECAPP Facility Evaluation Report - Alberta · 2013-05-22 · RECAPP Facility Evaluation Report Bishop Grandin Senior High School B2538A Calgary Calgary RCSSD #1. Report run on: April

Report run on: April 18, 2011 4:21 PM

RECAPP Facility Evaluation Report

Bishop Grandin Senior High SchoolB2538ACalgary

Calgary RCSSD #1

Report run on: April 18, 2011 4:21 PM Page 2 of 66

B2538ABuilding Id:

Bishop Grandin Senior High SBuilding Name:

CalgaryLocation:111 Haddon Road S. W. Address:

19,805.90Gross Area (sq. m): $57,248,954Replacement Cost:1966Construction Year:

Evaluation Date: October 27 2010

Stantec Consulting Ltd.Evaluation Company:

Mr. Michael ConnollyEvaluator Name:

Bishop Grandin High School is a three-storey concrete and concrete masonry block structure which includes a partialbasement level mechanical room and utility tunnels. The original portion of the building was constructed in 1966 andis comprised of general classrooms, science classrooms, home economics classroom and lab, beauty cultureclassroom, art room, communications classroom, A/V room, teaching theatre/classroom, cafeteria, cafeteria kitchen,library, chapel, gymnasium with stage and mezzanine level weight room, washrooms and change rooms, entrancevestibule, mechanical, storage and utility spaces, administrative offices and staff rooms, and corridors connecting thespaces. The west wing of the school houses the building construction, automotive, welding shops, and physics andmusic rooms. A Theatre Addition was constructed in 1989 at the southeast corner of the school. The TheatreAddition includes the theatre and stage, classroom, storage room and dressing rooms. The combined total floor areaof the facility is reported to be 19,805 square metres. The student capacity is understood to be approximately 1900 students.

General Summary:

Structural Summary:Standard foundations for the Bishop Grandin High School are understood to be comprised of cast-in-place grade beamssupported by concrete piles. The main floor of the building is constructed at-grade and has concrete slab-on-gradefloors. A slab-on-grade floor is also provided for the basement level mechanical room, which includes cast-in-placeconcrete and concrete masonry unit foundation walls. The floor structural frame of the building is comprised of precastand cast-in-place concrete beams and columns supporting suspended floor decks. Structural interior walls supportingfloors or roofs within the building are comprised of load-bearing concrete masonry units. The suspended floor decks areunderstood to be comprised primarily of precast concrete. The roof structural framework for the original building is understood to consist of concrete beams supporting a suspendedconcrete roof deck. The roof structural framework of the Theatre Addition is understood to be comprised of open websteel joists and beams supporting metal decking. Recommended work includes the following: - Investigate and repair moisture seepage through the Cafeteria and Storage Room ceilings - Conduct general mortar joint repair work throughout the building to address step-cracking Structural components were observed to be in acceptable condition overall.

Envelope Summary:The exterior walls of Bishop Grandin High School include a combination of precast concrete panels with cobblesurfacing and painted and unpainted clay brick veneer. Exterior glazing consists of windows with fixed insulatingglazing units set in aluminum upper sashes and frames with operable, awning-type lower sashes at all the classroomsand the cafeteria. Fixed insulating glazing units in aluminum frames, some of which incorporate awning-type partiallower sashes, are present in the cafeteria. Fixed windows with stained glazing are installed in the main entrancevestibule above the feature staircase landing. The main entrance doors at the east side of the school are comprisedof two sets of dual, painted and insulated metal pivot units with sidelights and transoms incorporating a horizontalwood rail throughout the assembly. Exterior entry and utility doors are generally comprised of single or dual, paintedand insulated metal pivot units, several with glazed inserts, set in metal frames, some with matching sidelights andtransoms. Overhead doors at the shop areas and Theatre Addition are comprised of sectional metal units with glazedinserts. The low-slope roofs on the school are covered with modified bituminous membrane assemblies.

21.80%5 year Facility Condition Index (FCI):

Facility Details Evaluation Details

Total Maintenance Events Next 5 years: $12,480,000

Calgary - Bishop Grandin Senior High School (B2538A)


Recommended work includes the following: - Investigate and repair cracking of pre-cast concrete panel on the north elevation - Investigate and repair cracking of mural projection above staff room - Repair brick veneer on north elevator shaft at the roof level, and along the west elevation; remove stains from brickveneer on elevator shaft - Investigate and repair moisture seepage through concrete masonry unit wall in gymnasium mezzanine weight room Building envelope components were in observed to be in acceptable condition, overall.

Interior Summary:Interior finishes are primarily a combination of resilient sheet flooring, resilient tile flooring, ceramic floor tile, carpeting,and painted concrete. The gymnasium is finished with wood strip flooring and the building construction shop includesparquet flooring. Wall finishes generally include painted gypsum board, painted masonry block and ceramic tile.Acoustical wood wall finishes are provided in music and theatre rooms. Suspended T-bar grid ceilings with inlaidacoustic panels are generally provided throughout the classroom areas, Theatre Addition and corridors within thebuilding while gypsum board ceilings with a paint finish, some with spray-on ceiling texture, are provided in the library,change rooms and utility rooms. Precast concrete ceilings are exposed in the gymnasium and shop areas. Precastconcrete ceilings with a spray-on ceiling texture are provided in the cafeteria. Fabric-covered acoustical elements aresuspended from the ceiling in the music room. Interior swinging doors are a combination of solid core wood or paintedhollow metal pivot units set in painted metal or wood frames. Recommended work includes the following: - Replace damaged fire doors at vestibules throughout the facility - Re-finish parquet flooring in the Building Construction classroom - Replace damaged fixed multiple seating in the A/V room and teaching theatre/classroom - Refurbish and re-instate original passenger elevators, complete with appropriate barrier-free accessories - Replace Art Room casework with a more durable product to reduce the frequency of replacement from exposure tomoisture - Investigate and implement measures to re-instate a southwest boy's washroom that is prone to frequent damage andvandalism - Provide appropriate barrier-free parking stalls in the parking lot and near the building's main entrance - Install automated openers on the exterior and vestibule doors at the main entrance and near the parking area - Refurbish multi-user washrooms to accommodate handicapped users - Install tie-back anchors on the roof to facilitate repair and maintenance work in close proximity to roof edges Overall the building interior is in acceptable condition.

Mechanical Summary:Domestic water is supplied by the municipality. Domestic hot water is provided by two gas-fired tank type hot waterheaters. The plumbing piping within the building includes copper supply lines and a combination of copper and castiron waste piping. Plumbing fixtures include; porcelain lavatories with manual dual control faucets, Bradley washfountains in the shops, enamel sinks in the science rooms, floor mounted toilets with manual flush valves, floormounted urinals with flush tanks, wall mounted water fountains and cast-iron enamel slop sinks. The building isprimarily heated by a hydronic system. Heating water is supplied by two gas-fired hot water boilers and distributed toinduction terminal units in the classrooms , finned tub radiation units throughout the school, heating coils in the airhandling units, and to the shell tube heat exchanger to heat glycol. Air handling units provide ventilation, airconditioning, and general exhaust with local exhaust fans serving washrooms, labs, shops and service spaces. Acentral cooling plant, equipped with a centrifugal chiller and evaporative cooling tower, provide chilled water toinduction units in the classrooms and air handling unit cooling coils. A Mitsubishi Mr. Slim split DX system with a rooftop air cooled condenser provides air conditioning to the computer room in the library. HVAC control is provided by ahybrid pneumatic system with DDC Johnson Controls Metasys system. The building is unsprinklered but is equippedwith standpipe cabinets. Handheld fire extinguishers are provided in wall mounted brackets in various locationsthroughout the school. The kitchen range hood is equipped with a dry chemical fire suppression system.



Recommended work within the next five years includes: - Replace drinking fountains and water coolers. - Repair Bradley wash fountains. - Replace failed dishwasher domestic water heater. - Replace local exhaust fans. - Replace induction units. Overall, the mechanical systems appear to be in acceptable condition.

Electrical Summary:The main service to the building is fed underground to the main transformer and switchboard which is rated at 1,200A3 phase 4 wire 277/480v. The power is distributed from the main switchboard to two CDPs which distribute power tothe school. There are three motor controls centers in the building that operate and control various pieces ofmechanical equipment. Distribution panels for interior lights and receptacles were distributed throughout the building.The wiring in the building is standard wiring in conduit. Flexible conduit and cable are provided for final connections tomechanical equipment. The building is illuminated with mostly fluorescent lighting fixtures which are mixture of T8 withelectronic ballasts and T12 with magnetic ballasts. Within the building there are surface mount, pendant and inlayfixtures. Generally the classroom fixtures are pendant type units. Incandescent lighting is for directional lighting in theclassrooms, pot lights at the main entrance, Chapel, Theatre and lighting utility service rooms. The exterior lightingconsists of wall mounted high pressure sodium units and free standing light standards. The building is equipped with asingle stage GE Security fire alarm system. Detection and end devices include, smoke and heat detectors, bells andpull stations. The building is equipped with a security system that monitors door contacts and motion detectors.Emergency power for the building is provided by a natural gas powered 75kw Kohler generator. Emergency lighting isprovided by selected light fixtures powered by emergency power circuits. The exit lighting in the building consists ofincandescent units. The following are recommended actions for the next five years: - Replace the original secondary transformers. - Replace the main distribution board and CDP. - Replace the branch panelboards. - Add corridor lighting switches. - Repair exit signs - Conduct a study to replace the natural gas fired emergency generator. Overall the electrical components 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)*

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

0

0

1966

Installed

Installed

Installed

0

0

0

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

Updated

Updated

Updated

Calgary - Bishop Grandin Senior High School (B2538A)S1 STRUCTURAL

Construction drawings were not available for review during the assessment; however, standard foundations for theBishop Grandin High School are understood to be comprised of cast-in-place concrete grade beams supported onconcrete piles.

The main floor (lower level) of the building, including the basement level mechanical room, is constructed above areinforced concrete slab-on-grade.

A partial basement mechanical room includes cast-in-place concrete and concrete masonry unit foundation walls.Mechanical system service tunnels with concrete walls are located beneath the main floor (lower level).


B1010.01 Floor Structural Frame (Building Frame)* - 1966 Original Building

3 - MarginalRating

1966Installed

0Design Life

APR-11Updated

Investigate Staining on Precast Ceiling in Cafeteria

Repair Staining on Precast Ceiling in Cafeteria(approx. 30 m²)

Study 2011 $15,000 Medium

Staining was noted along the intersections (joints) betweenthe precast "T" beams which form the ceiling in the cafeteria.Furthermore, damaged wall and bulkhead finishes were notedalong the upper portion of the interior face of the exterior wallin the storage room. Since the cafeteria and storage room arelocated directly beneath the main entrance foyer, it is likely themoisture infiltration is occurring from snow and ice beingtracked in by individuals upon entering the building. Interiorconcrete masonry unit walls at this location have also hadrecent mortar joint repairs which may be related to thiscondition.

Staining was noted along the intersections (joints) betweenthe precast "T" beams which form the ceiling in the cafeteria.Furthermore, damaged wall and bulkhead finishes were notedalong the upper portion of the interior face of the exterior wallin the storage room. Since the cafeteria and storage room arelocated directly beneath the main entrance foyer, it is likely themoisture infiltration is occurring from snow and ice beingtracked in by individuals upon entering the building. Interiorconcrete masonry unit walls at this location have also hadrecent mortar joint repairs which may be related to thiscondition.

Concern:

Concern:

Determine the source of the moisture infiltration within thecafeteria on the ceiling and along the exterior wall within thelower level storage room.

Isolate and repair the source of the moisture infiltration withinthe cafeteria on the ceiling and along the exterior wall withinthe lower level storage room. Conduct repairs to affectedinterior finishes, as necessary. An allowance to conduct thiswork is provided; however, actual repair costs will depend onthe outcome of the preliminary study.

Recommendation:

Recommendation:


Event:

Event:

Type Year Cost Priority

Updated: APR-11

The floor structural frame of the facility is comprised of precast and cast-in-place concrete beams and columns whichsupport upper floors.

Consequences of Deferral:


Loss of aesthetics and potential further damage ordeterioration.


B1010.01 Floor Structural Frame (Building Frame)* - 1989 Theatre Addition

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

4 - Acceptable

3 - Marginal

Rating

Rating

1989

1966

Installed

Installed

0

0

Design Life

Design Life

APR-11

APR-11

Updated

Updated

Repair Step Cracking in Concrete Masonry UnitWalls (approx. 100 m²)

Repair

Repair

2012

2012

$50,000

$7,000

Medium

Low

Localized step-cracking was observed within concretemasonry unit walls at multiple locations within the classroomsand preparation areas within the school. Only some of thecracks have been repaired with mortar since the last time thewalls were painted.

Concern:

The localized step-cracking which remains in the facility isrecommended for repair with mortar. The condition of thewalls should also be monitored periodically should the extentof cracking become exacerbated.

Recommendation:


Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

APR-11

APR-11

The floor structural frame of the 1989 Theatre Addition is comprised of cast-in-place concrete beams and columns whichsupport the main floor (upper level).

Structural interior components supporting floors or roofs within the facility are comprised of cast-in-place concretecolumns and load-bearing concrete masonry unit walls.


Loss of aesthetics and potential further damage ordeterioration.

Deferral of repair will detract from the internal aesthetic appealof the facility.


B1010.03 Floor Decks, Slabs, and Toppings*

B1010.04 Balcony Floor Construction (& Decks)*

B1010.05 Mezzanine Construction*

B1010.07 Exterior Stairs*

B1010.10 Floor Construction Firestopping*

B1020.01 Roof Structural Frame* - 1966 Original Building

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

Rating

0

1966

1966

1966

1966

1966

Installed

Installed

Installed

Installed

Installed

Installed

0

0

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Updated

Updated


The suspended floor decks of the facility are understood to be comprised of cast-in-place concrete.

A precast concrete balcony extends across the exterior east elevation outside the staff room.

The mechanical equipment mezzanines on either side of the gymnasium stage, as well as above the music room andbuilding construction area, welding, and automotive shop areas are comprised of cast-in-place concrete.

Exterior concrete stairs are situated at the main entrance along the east side of the building, and auxiliary entrancesalong the north side of the building. The exterior stairs feature painted metal pipe or rectangular tube handrails.

Penetrations through floor decks are generally expected to be sealed with a firestopping material where voids orseparations exist.

The roof structural framework for the building is understood to be comprised of precast concrete columns and beamssupporting a precast concrete roof deck.


B1020.01 Roof Structural Frame* - 1989 Theatre Addition

B1020.03 Roof Decks, Slabs, and Sheathing*

B1020.04 Canopies*

B1020.06 Roof Construction Fireproofing* - 1989 Theatre Addition

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1989

0

1966

1989

Installed

Installed

Installed

Installed

0

0

0

0

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated


The roof structural framework for the 1989 Theatre Addition is comprised of cast-in-place concrete columns and beamsand open web steel joists supporting the metal roof deck.

The 1966 original building roof is provided with a pre-cast concrete roof deck. The 1989 Theater roof is provided with ametal roof deck.

Canopies provided over building entrances are projections of the upper floors or roof levels. The cantilevered canopiesare constructed in a manner that is consistent with the building construction (i.e., concrete beams/columns and roof deckwith concrete topping).

A spray-on fireproofing material has been added to the underside of the metal roof deck in the 1989 Theatre Addition.


B2010.01.01 Precast Concrete: Exterior Wall Skin* - 1966 Original Building

3 - MarginalRating

1966Installed

0Design Life

APR-11Updated

Investigate Cracking on North Elevation

Repair Cracked Precast Panel North Elevation(approx. 6 m²)

Study

Repair

2011

2012

$10,000

$15,000

Medium

Medium

A vertical crack is present in the upper portion of a precastconcrete panel along the buildings north elevation. A verticalcrack is also present on the interior wall in the classroom atthis location.

A vertical crack is present in the upper portion of a precastconcrete panel along the buildings north elevation. A verticalcrack is also present on the interior wall in the classroom atthis location.

Concern:

Concern:

Conduct an investigation to confirm the structural integrity ofthe wall assembly at this location, and to determine whatadditional repair work (if any) should be conducted.

Conduct repairs to address the cracking on the buildinginterior/exterior, including repair or replacement of affectedinterior finishes, as necessary. An allowance to conduct thiswork is provided; however, actual repair costs will depend onthe outcome of the preliminary study.

Recommendation:

Recommendation:

Calgary - Bishop Grandin Senior High School (B2538A)S2 ENVELOPE

Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

APR-11

APR-11

Exterior walls are generally comprised of precast architectural concrete panels and precast concrete cobblestone orriverstone panels. Hairline cracking is present in the lower level mechanical room at the northwest corner of the building along the interiorface of the west exterior wall. It was not confirmed if this wall was poured in place concrete or a precast concrete panel.Nevertheless, it was reported the cracking has existed at that location for more than 15 years. Based on this information,additional investigation or repair is not deemed necessary at this time; however, this wall should be monitored for signs ofadditional cracking.



Loss of aesthetics and further damage to the interior finishesand/or exterior concrete panel(s).

Loss of aesthetics and further damage to the interior finishesand/or exterior concrete panel(s).


B2010.01.01 Precast Concrete: Exterior Wall Skin* - 1966 Precast Concrete Mural

3 - MarginalRating

1966Installed

0Design Life

APR-11Updated

Investigate Cracking of Mural Projection AboveStaff Room

Repair Mural Projection Above Staff Room(approx. 24 m²)

Study

Repair

2011

2012

$15,000

$30,000

High

High

Horizontal stress cracking was noted along the exterior of themural projection, viewed from the walkway outside the staffroom. The exterior wall finishes were blistering and crackinginside the projection booth within the teachingtheatre/classroom, potentially indicating that movement hasoccurred.

Horizontal stress cracking was noted along the exterior of themural projection, viewed from the walkway outside the staffroom. The exterior wall finishes were blistering and crackinginside the projection booth within the teachingtheatre/classroom, potentially indicating that movement hasoccurred.

Concern:

Concern:

Conduct an investigation to confirm the structural integrity ofthe wall assembly, the source of the cracking at this location,and an appropriate method of repair.

Repair cracked and deficient areas of the projection, based onrecommendations made from the initial study, including therepair of affected interior finishes. An allowance to conductthis work is provided; however, actual repair costs will dependon the outcome of the initial investigation.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

APR-11

APR-11

A precast concrete mural projection is provided along the east elevation above the staff room. The projection is actuallythe projection booth/room in the teaching theatre/classroom located on the upper level above the main floor staff room.



Further cracking of the exterior mural projection may lead to apotential safety hazard. Further deterioration of interiorfinishes contributes to a loss of aesthetics.

Further cracking of the exterior mural projection may lead to apotential safety hazard. Further deterioration of interiorfinishes contributes to a loss of aesthetics.


B2010.01.01 Precast Concrete: Exterior Wall Skin* - 1989 Theatre Addition

4 - AcceptableRating

1989Installed

0Design Life

APR-11Updated


Exterior walls are generally comprised of precast concrete cobblestone or riverstone panels.


B2010.01.02.01 Brick Masonry: Ext. Wall Skin*

3 - MarginalRating

1966Installed

0Design Life

APR-11Updated

Remove Staining From Roof Level Elevator Shaft(approx. 12 m²)

Repair Brick Veneer Deviciencies at West Elevation(approx. 50 m²)

Repair

Repair

2012

2011

$3,000

$10,000

Low

Low

Staining of the exterior brick veneer is present on the upperportion of the north elevator shaft, above the roof.

Staining, efflorescence and localized deterioration of brickmasonry was noted along the west elevation, particularlybeneath precast concrete roof members and in the area ofroof drain leaders. Efflorescence was also noted within thebuilding construction shop exterior storage room, along withdamage to the brick veneer from vehicular impact.

Concern:

Concern:

Confirm that the source of moisture staining is no longer afactor, and whether damage and/or evidence of moistureintrusion is present along the interior of the north elevatorshaft. Remove staining from the exterior brick veneer of thenorth elevator shaft.

Conduct repairs to address the source of moisture staining,and replaced deteriorated bricks and mortar as necessary,along with repair/replacement of brick surfaces that havebeen damaged from vehicle impact.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

APR-11

APR-11

A clay brick veneer is provided along the west elevation of the school building's shop areas, and on the roof level alongthe north elevation of the gymnasium above the roofline of the gymnasium mezzanine and for the elevator shafts.



Interior damage and/or moisture intrusion in elevator shaftmay affect elevator operation.

Loss of aesthetics and potential moisture intrusion into theschool.


B2010.01.06.03 Metal Siding**

B2010.01.09 Expansion Control: Exterior Wall Skin*

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

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

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1966

1966

1966

1966

Installed

Installed

Installed

Installed

40

0

20

15

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Replace Metal Siding Panels (approx. 60 m²)

Replace Joint Sealant (approx. 3,650 metres)

Repaint Exterior Paintable Surfaces (approx. 300sq. m.)

Lifecycle Replacement



2014

2014

2014

$8,000

$110,000

$6,000

Unassigned

Unassigned

Unassigned


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

APR-11

APR-11

APR-11

Corrugated metal walls are provided for the exterior storage shed attached to the exterior wall of the welding shop.

Expansion joints are provided at regular intervals between concrete panels.

Sealant is provided between precast panel assemblies, around exterior windows and doors, and between dissimilarmaterials.

Portions of the brick facade along the building's west elevation include a paint finish. The paint finish at the southwestcorner of the building extends from ground level to a height of approximately 3 metres, where it then terminates.


B2010.02.03 Masonry Units: Ext. Wall Const.* - 1966 Original Building

B2010.02.03 Masonry Units: Ext. Wall Const.* - 1989 Theatre Addition

3 - Marginal

4 - Acceptable

Rating

Rating

1966

1989

Installed

Installed

0

0

Design Life

Design Life

APR-11

APR-11

Updated

Updated

Investigate Moisture Intrusion on Masonry Wall inGymnasium Weight Room

Repair Moisture Intrusion on Weight Room Wall(approx. 6 m²)

Study

Repair

2011

2012

$5,000

$10,000

High

High

Evidence of moisture infiltration and peeling paint is present ata joint in the concrete masonry unit wall within the gymnasiumweight room at the mezzanine level.

Evidence of moisture infiltration and peeling paint is present ata joint in the concrete masonry unit wall within the gymnasiumweight room at the mezzanine level.

Concern:

Concern:

Conduct an investigation to isolate the source of moisture inthe weight room and to determine an appropriate method ofrepair.

Conduct repairs based on recommendations made from thepreliminary investigation, including any repairs to affectedinterior finishes. An allowance to conduct this work isprovided; however, actual repair costs depend on theoutcome of the initial study.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

APR-11

APR-11

It is understood that the exterior wall assemblies are comprised of precast concrete panels with concrete masonry unitback-up walls.

The exterior wall assemblies are comprised of precast concrete panels with concrete masonry unit back-up walls.



Loss of aesthetics and potential damage to interior finishes.

Loss of aesthetics and potential damage to interior finishes.


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

B2010.05 Parapets*

B2010.06 Exterior Louvers, Grilles, and Screens*

B2010.08 Exterior Balcony Walls and Railings*

B2010.09 Exterior Soffits*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

1966

0

1966

1966

1966

Installed

Installed

Installed

Installed

Installed

0

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Updated


Construction drawings were not available for review as part of this assessment; therefore the existence of exterior wallvapor barriers and insulation was not confirmed. However, the presence of vapor retarders or air barriers within theexterior walls of the building is unlikely.

Parapet walls on the perimeter of the low-slope roof sections are comprised of a continuation of the exterior wallconstruction, clad on outer-facing surfaces with consistent exterior wall finishes, while inner-facing surfaces are clad witha modified bituminous membrane. The parapets above the majority of the building, including the 1989 Theatre addition,are capped with pre-finished metal copings. Parapets on the north and southwest wing (shop area) elevations are notcapped and include exposed precast concrete elements.

Pre-finished metal louvers are provided on the roof level and exterior walls outside the elevator shafts, shop area storagerooms and mechanical rooms to support air flow and ventilation.

The exterior balcony along the east elevation outside the staff room includes precast concrete railings.

Exterior soffits beneath canopies at recessed entrances are understood to be comprised of gypsum board sheathing witha cement-parged or painted exterior stucco finish. Soffits at shop areas along the building's west elevation are comprisedof the exposed precast structure.


B2020.01.01.02 Aluminum Windows (Glass & Frame)** - 1966 Original Windows

B2020.01.01.02 Aluminum Windows (Glass & Frame)** - 1989 Theatre Addition

B2020.01.01.02 Aluminum Windows (Glass & Frame)** - 2001 Windows

B2020.04 Other Exterior Windows* - Stained Glass Windows

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1966

1989

2001

1966

Installed

Installed

Installed

Installed

40

40

40

0

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Replace Original Windows (approx. 40 sq. m.)

Replace Theatre Windows (approx. 24 sq. m.)

Replace Classroom Windows (approx. 140 sq. m.)




2014

2029

2041

$46,000

$28,000

$162,000

Unassigned

Unassigned

Unassigned


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

APR-11

APR-11

APR-11

Original windows in the staff room are comprised of insulating glazing units set in fixed aluminum frames.

Exterior windows in the 1989 Theatre Addition are comprised of insulating glazing units with operable awning-type lowerportions.

Exterior windows in classrooms throughout the facility are comprised of insulating glazing units with operable awning-typelower portions, and are understood to have been replaced circa 2001.

It is understood the stained glass windows in the main entrance vestibule above the feature staircase landing are original.


B2030.01.02 Steel-Framed Storefronts: Doors** - 1966 Original Building Main Entrance

B2030.01.02 Steel-Framed Storefronts: Doors** - 1966 Original Building Perimeter

B2030.02 Exterior Utility Doors** - 1966 Original Building

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1966

1966

1966

Installed

Installed

Installed

30

30

40

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

Updated

Updated

Updated

Replace Main Entrance Door Assembly (2 sets ofdouble doors, sidelights and transoms)

Replace Auxiliary Storefront Doors (6 DoorAssemblies)

Replace Exterior Utility Doors (7 doors)




2014

2014

2014

$24,000

$72,000

$18,000

Unassigned

Unassigned

Unassigned


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

APR-11

APR-11

APR-11

The main entrance door assembly at the east side of the building is comprised of two sets of dual, painted, insulatedhollow metal units that are hinge-mounted into painted, pressed steel frames. The doors include sealed glass inserts.The entrance door assembly includes steel-framed sidelights with horizontal wood panels and transoms with insulatingglazing units.

Entrance and egress doors on the building perimeter are comprised of dual, painted and insulated hollow metal units thatare hinge-mounted into painted, pressed steel frames with sealed glass inserts. The door assemblies typically includeone or two sets of dual doors, and steel-framed sidelights and transoms with insulating glazing units.

Exterior utility doors on the building perimeter are comprised of painted, insulated hollow metal units that are hinge-mounted into painted, pressed steel frames. Some include sealed glass inserts.


B2030.02 Exterior Utility Doors** - 1989 Theatre Addition

B2030.03 Large Exterior Special Doors (Overhead)* - 1966 Original Building

B2030.03 Large Exterior Special Doors (Overhead)* - 1989 Theatre Addition

B3010.01 Deck Vapor Retarder and Insulation*

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

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

1989

1966

1989

2000

2000

Installed

Installed

Installed

Installed

Installed

40

0

0

0

25

Design Life

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Updated

Replace Theatre Exterior Utility Doors (2 doors)

Replace SBS Roofing (approx. 9,250 sq. m.)



2029

2025

$5,000

$1,699,000

Unassigned

Unassigned


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

APR-11

APR-11

Exterior doors at the 1989 Theatre Addition are comprised of painted, insulated hollow metal units that are hinge-mountedinto painted, pressed steel frames.

Nine non-insulated, sectional metal overhead doors are located primarily in the automotive, welding and buildingconstruction shops & storage areas along the building's west elevation. Several doors include sealed glass inserts.

One metal overhead roll-up door is provided at the edge of the stage in the 1989 Theatre Addition.

Roofing assemblies for the Bishop Grandin High School are presumed to include a vapor retarder and insulation, likelyreplaced concurrent with the low-slope roofing assemblies.

Low-slope roof surfaces over the original portion of the school and 1989 Theatre Addition are covered with two-plymodified bitumen (SBS) assemblies. It was reported that the building's entire roof covering was replaced approximately10 years ago, although the 2005 facility assessment noted that the roofing assemblies over the original building andTheatre Addition were installed in 1992 and 1989, respectively.


B3010.07 Sheet Metal Roofing**

B3010.08.02 Metal Gutters and Downspouts**

B3020.02 Other Roofing Openings (Hatch, Vent, etc)* - 1966 Original Building

B3020.02 Other Roofing Openings (Hatch, Vent, etc)* - 1989 Theatre Addition

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1966

2000

1966

1989

Installed

Installed

Installed

Installed

40

30

0

0

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Replace Sheet Metal Roofing (approx. 60 m²)

Replace Metal Downspouts (approx. 72 m)



2014

2030

$13,000

$2,000

Unassigned

Unassigned


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

APR-11

APR-11

A corrugated metal roof is installed above an exterior storage shed attached to the exterior wall of the welding shop.

Metal downspouts discharge water from the sloped gymnasium roof sections onto splash blocks on the lower level roofabove the gymnasium mezzanine weight room.

Low-slope roof sections include multiple curbed and flashed penetrations that support roof-mounted mechanical units,ducts, vents, etc. A wall-mounted metal ladder provides access from the lower roof section to the upper roof sections.

A roof hatch in a mechanical room in the 1989 Theatre Addition provides access to the roof above this portion of thebuilding. Low-slope roof sections also include curbed and flashed penetrations that are designed to support roof-mounted mechanical units, ducts, vents, etc.


C1010.01 Interior Fixed Partitions* - 1966 Original Building

C1010.01 Interior Fixed Partitions* - 1989 Theatre Addition

C1010.02 Interior Demountable Partitions*

C1010.03 Interior Operable Folding Panel Partitions** - Cafeteria and Classrooms B111 & 112

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1966

1989

1966

1966

Installed

Installed

Installed

Installed

0

0

0

30

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Replace Folding Panel Partitions (approx. 45 m2 incafeteria and 24 m2 in classrooms)

Lifecycle Replacement 2014 $92,000 Unassigned

Calgary - Bishop Grandin Senior High School (B2538A)S3 INTERIOR

Event:


Updated: APR-11

Interior fixed partitions throughout the school are primarily comprised of painted concrete masonry units, precastconcrete, and metal or wood stud framing.

Interior fixed partitions throughout the 1989 Theatre Addition are primarily comprised of painted concrete masonry units,and metal or wood stud framing.

Track-mounted, de-mountable fabric dividers are installed in the gymnasium. Fabric de-mountable partitions on ceiling-mounted tracks are also provided in the special needs room on the lower level. Track-mounted, operable plastic curtainpartitions are installed in the welding shop at the west side of the facility.

A track-mounted, fabric covered folding panel partition is provided in the cafeteria. An interior track-mounted foldingpanel partition on the main floor separates classrooms B111 and B112.


C1010.03 Interior Operable Folding Panel Partitions** - Gymnasium Weight Room

C1010.04 Interior Balustrades and Screens, Interior Railings*

C1010.05 Interior Windows*

C1010.06 Interior Glazed Partitions and Storefronts*

C1010.07 Interior Partition Firestopping*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

1966

1966

1966

1966

1966

Installed

Installed

Installed

Installed

Installed

30

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Updated

Replace Gymnasium / Mezzanine Coiling PartitionWall (65 sq.m.)



Event:


Updated: APR-11

An interior operable coiling wood wall partition is provided between the gymnasium and the gymnasium mezzanine weightroom.

Painted metal pipe railings with mesh screens are provided at mezzanines in the shop areas. The music roommezzanine has metal railings with painted wood or gypsum board panels attached to the railings.

A pass through window between the cafeteria and a storage room includes a wood roll-up shutter.

Interior glazed partitions are provided at stairwells, vestibules and the administrative office area.

Ductwork or conduit penetrations through fire separations are generally sealed where voids are present.


C1020.01 Interior Swinging Doors (& Hardware)*

C1020.03 Interior Fire Doors*

C1020.05 Interior Large Doors* - 1989 Theatre Addition

4 - Acceptable

3 - Marginal

4 - Acceptable

Rating

Rating

Rating

1966

1966

1989

Installed

Installed

Installed

0

0

0

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

Updated

Updated

Updated

Replace Entrance Vestibule Doors (approx. 28doors)

Failure Replacement 2011 $45,000 Medium

Overall, the vestibule doors are original, worn and dented. Thehardware is several locations is missing and the doors do notopen & close properly.

Concern:

Replace entrance vestibule doorsRecommendation:


Event:


Updated: APR-11

Interior doors throughout the building are generally solid core clear finished wood, some with inset glazing, set in paintedpressed steel frames. Many doors include metal grilles/louvers.

The stairwell doors and corridors have painted steel doors with wired glass inserts and are set in painted steel frames.The doors typically have wired glass transoms and sidelights. The doors are rated and labeled.

One metal overhead roll-up door is provided at the 1989 Theatre Addition.

Consequences of Deferral:The deficient fire doors may contribute to the acceleratedspread of flame in the event of an emergency.


C1030.01 Visual Display Boards** - 1966 Original Display Boards

C1030.01 Visual Display Boards** - 2000 Visual Display Boards

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

C1030.08 Interior Identifying Devices*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1966

2000

1966

1966

Installed

Installed

Installed

Installed

20

20

30

0

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Replace Visual Display Boards (approx. 100display boards)

Replace Visual Display Boards (approx. 64 displayboards)

Replace Washroom Partitions (approx. 38 stalls)




2014

2020

2014

$55,000

$95,000

$51,000

Unassigned

Unassigned

Unassigned


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

APR-11

APR-11

APR-11

Classrooms, laboratories and shop areas are equipped with wall-mounted chalkboards. Wall-mounted cork or fabriccovered boards are installed in various locations throughout the building for the posting of information.

Classrooms, laboratories and shop areas are equipped with white boards. Smartboards are provided in someclassrooms.

Floor and wall-mounted painted or pre-finished metal stall partitions are installed in multi-user washrooms.

Interior identification in the building is generally provided by door and wall-mounted lamicoid signage.


C1030.10 Lockers**

C1030.12 Storage Shelving*

C1030.14 Toilet, Bath, and Laundry Accessories*

C2010 Stair Construction* - 1966 Original Building

C2010 Stair Construction* - 1989 Theatre Addition

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

1966

1966

1966

1966

1989

Installed

Installed

Installed

Installed

Installed

30

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Updated

Replace Lockers (approx. 2,200 lockers)

Lifecycle Replacement 2014 $1,345,000 Unassigned


Event:


Updated: APR-11

Full-height, pre-finished metal lockers are located throughout the corridors and boy's & girl's change rooms. Additionallockers are provided in music rooms and shop areas on mezzanine levels. The Principal reported capacity for approximately 1,900 students. It is estimated approximately 300 additional lockers areprovided in music and shop areas.

Metal and wood-framed storage shelving is present in classrooms and shop areas throughout the building. Storageshelving is also provided in custodial and storage rooms.

Accessories in washrooms throughout the facility typically include wall-mounted mirrors, paper towel dispensers, toiletpaper dispensers, hand-soap dispensers, and waste bins. Grab bars are provided in the special needs washroom.

Interior stairwells include poured-in-place concrete stair systems with landings. Mezzanine stairways in shop areas arepoured-in-place concrete. The feature stair system in the main entrance foyer has concrete treads with open risers supported by precast concreteframework.

Steps are provided for the stepped theatre seating area and stairs to the stage in the 1989 Theatre Addition are wood-framed.


C2020.01 Tile Stair Finishes*

C2020.05 Resilient Stair Finishes**

C2020.08 Stair Railings and Balustrades*

C2020.10 Stair Painting*

C3010.04 Gypsum Board Wall Finishes (Unpainted)*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

1966

1966

1966

1966

1966

Installed

Installed

Installed

Installed

Installed

0

20

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Updated

Replace Feature Staircase Finishes (approx. 95 m²)



Event:


Updated: APR-11

Stairs and landings in interior stairwells throughout the building are finished with quarry tile.

The feature staircase in the main entrance foyer includes rubber stair treads and includes a landing covered with sheetvinyl.

The feature stair in the main entrance foyer has a solid wood handrail with a clear finish and base-mounted, pre-finishedsteel balusters. The interior stairwells have a rubber finish on painted steel handrails with painted steel balusters.Mezzanine levels have painted metal pipe railings.

The stair systems in the utility areas and shops with mezzanines include concrete with a paint finish.

Stud wall partitions installed within the facility are typically sheathed on both sides with painted gypsum board.


C3010.06 Tile Wall Finishes**

C3010.09 Acoustical Wall Treatment** - 1966 Original Building

C3010.09 Acoustical Wall Treatment** - 1989 Theatre Addition

C3010.11 Interior Wall Painting*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1966

1966

1989

1966

Installed

Installed

Installed

Installed

40

20

20

0

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Replace Tile Wall Finishes (approx. 846 sq. m.)

Replace Acoustical Wood Wall Coverings (approx.115 sq. m.)

Replace Acoustical Wood Wall Coverings (approx.30 sq. m.)




2014

2014

2014

$237,000

$26,000

$7,000

Unassigned

Unassigned

Unassigned


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

APR-11

APR-11

APR-11

Ceramic tile wall finishes are installed in multi-user washrooms including showers, and within the kitchen cafeteria.

Wood acoustical panel wall coverings are provided along one wall in the A/V theatre and in the music room. Linear woodwall systems are also provided in the main entrance foyer.

Wood acoustic panel wall coverings are installed at the projection booth in the 1989 Theatre Addition.

Gypsum board and concrete masonry unit walls throughout the facility typically include a paint finish.


C3020.01.02 Paint Concrete Floor Finishes*

C3020.02 Tile Floor Finishes** - Ceramic Tile Floor Finishes

C3020.02 Tile Floor Finishes** - Quarry Tile Floor Finishes

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1966

1966

1966

Installed

Installed

Installed

0

50

50

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

Updated

Updated

Updated

Replace Tile Floor Finishes (approx. 450 sq. m.)

Replace Quarry Tile Flooring (approx. 360 sq. m.)



2016

2016

$79,000

$102,000

Unassigned

Unassigned


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

APR-11

APR-11

Painted/sealed concrete floors are located in most of the mechanical & electrical utility rooms, custodial rooms, the artroom, communications room and in the most of the shops and shop mezzanines.

Ceramic tile flooring is located throughout the washrooms and shower areas.

Quarry tile flooring is located throughout the main entrance foyer, entrance vestibules, stairwells, and the cafeteria.


C3020.04 Wood Flooring** - 1966 Original Building

C3020.04 Wood Flooring** - Gymnasium Flooring

3 - Marginal

5 - Good

Rating

Rating

1966

2007

Installed

Installed

30

30

Design Life

Design Life

APR-11

APR-11

Updated

Updated

Repair Damaged/Scuffed Parquet Flooring (approx.300 m²)

Replace Parquet Flooring (approx. 300 sq. m.)

Replace Gymnasium Flooring (approx.1,200 sq. m.)

Repair



2011

2014

2037

$16,000

$62,000

$312,000

Low

Unassigned

Unassigned

Widespread scuffing, scratching and general wearing of thewood parquet flooring, particularly around the bradley sink,was observed in the Building Construction classroom.

Concern:

Prepare and re-finish the wood parquet flooring in the BuildingConstruction classroom.

Recommendation:


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

APR-11

APR-11

APR-11

Parquet flooring is installed in the building construction workshop.

Hardwood flooring is installed in the gymnasium. It is understood the gymnasium flooring was replaced in 2007.

Consequences of Deferral:The deficient flooring with result in a loss of aesthetic appeal,and deferral of refinishing will result in loss of protective finishand may aggravate existing minor floor defects.


C3020.07 Resilient Flooring** - 1966 Original Building Vinyl Tile

C3020.07 Resilient Flooring** - 1994 Sheet Vinyl

C3020.07 Resilient Flooring** - 2004 Sheet Vinyl

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1966

1994

2004

Installed

Installed

Installed

20

20

20

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

Updated

Updated

Updated

Replace Vinyl Tile Flooring (approx. 1,000 sq. m.)

Replace Vinyl Sheet Flooring (approx. 5,000 sq. m.)

Replace Vinyl Sheet Flooring (approx. 5,000 sq. m.)




2014

2014

2024

$104,000

$422,000

$422,000

Unassigned

Unassigned

Unassigned


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

APR-11

APR-11

APR-11

Vinyl tile flooring (vinyl asbestos tile) is installed in a portion of classrooms, cooking lab and home economics room.Lifecycle replacement includes costs for asbestos abatement. The 2005 facility assessment noted the following: "Vinyl asbestos tiles (VAT) are located in several classrooms, in thecooking lab & home economics room."

Sheet vinyl flooring, installed circa 1994, is located throughout the majority of the classrooms and cafeteria.

Sheet vinyl flooring, installed circa 2004, is located throughout the majority of the corridors. The 2005 facility assessment noted the following: "New sheet vinyl was installed in the corridors between 2003 and2004."


C3020.08 Carpet Flooring** - 1966 Original Building

C3020.08 Carpet Flooring** - 1989 Theatre Addition

C3030.02 Ceiling Paneling (Wood)*

C3030.04 Gypsum Board Ceiling Finishes (Unpainted)*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1995

1989

1966

1966

Installed

Installed

Installed

Installed

15

15

0

0

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Replace Carpet Flooring (approx. 260 sq. m.)

Replace 1989 Theatre Carpet (approx. 240 sq. m.)



2014

2014

$13,000

$12,000

Unassigned

Unassigned


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

APR-11

APR-11

Carpet flooring is installed in the administration offices, chapel, music room and in a portion of the library.

Carpet flooring is installed in the stepped seating area in the 1989 Theatre Addition.

Suspended linear wood ceilings are located in the main entrance foyer and the library. Wood panels are suspended fromthe ceiling structure in the main lobby area.

Gypsum board ceilings are provided in change rooms, library, and some staff and utility rooms throughout the school.


C3030.06 Acoustic Ceiling Treatment (Susp. T-Bar)** - 1966 Original Building Susp. T-Bar

C3030.06 Acoustic Ceiling Treatment (Susp. T-Bar)** - 1989 Theatre Addition

C3030.06 Acoustic Ceiling Treatment (Susp. T-Bar)** - 1995 Susp. T-Bar

C3030.07 Interior Ceiling Painting*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1966

1989

1995

1966

Installed

Installed

Installed

Installed

25

25

25

0

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Replace T-Bar Ceilings (approx. 6,000 sq. m.)

Replace Suspended Ceiling in Theatre (approx. 366sq. m.)

Replace T-Bar Ceilings (approx. 4,000 sq. m.)




2014

2014

2020

$550,000

$34,000

$367,000

Unassigned

Unassigned

Unassigned


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

APR-11

APR-11

APR-11

Classrooms, corridors, and miscellaneous supporting rooms include suspended metal T-bar grid ceilings that includedrop-in ceiling tiles. Water-stained ceiling panels were observed in several areas throughout the facility as a result of past or current leakagefrom roofs or plumbing piping. Replacement of the stained panels is recommended as part of routine maintenance tominimize the risk of microbial growth.

The theatre seating area within the 1989 Theatre Addition includes suspended T-bar grid ceilings.

Classrooms, corridors, and miscellaneous supporting rooms include suspended metal T-bar grid ceilings, that includedrop-in ceiling tiles, a portion of which (approximately 40%) is understood to have been replaced circa 1995.

Interior gypsum board ceilings generally include a paint finish.


C3030.09 Other Ceiling Finishes* - Acoustic Baffles

C3030.09 Other Ceiling Finishes* - Glue-On Acoustical Ceiling Panels

C3030.09 Other Ceiling Finishes* - Spray-On Texture Ceiling

D1010.01.01 Electric Traction Passenger Elevators**

4 - Acceptable

4 - Acceptable

4 - Acceptable

2 - Poor

Rating

Rating

Rating

Rating

1966

1966

1966

1966

Installed

Installed

Installed

Installed

0

0

0

30

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Upgrade 2 Elevators - Cabs And Controls

Failure Replacement 2011 $275,000 Low

The elevator controls and equipment are original, inefficient,and have surpassed their theoretical useful life. Replacementparts are difficult to find. The elevators are also used as ameans of barrier-free access between floors and are notequipped with Braille markings, audible/voice signal indicatingfloor level and directional arrows.

Concern:

Upgrade the elevator's controls and cab finishes and includefeatures which comply with current barrier-free accessrequirements.

Recommendation:


Event:


Updated: APR-11

Multiple large acoustic baffles are suspended from the ceiling in the music room.

Glue-on acoustical ceiling panels are installed in a shower room in the athletic department office area.

A spray on texture ceiling finish is applied to gypsum board and concrete ceilings in the cafeteria, shop areas and otherlocations throughout the school. While un-confirmed, the spray-on texture finish may contain asbestos content.

The building is served by two original geared Turnbull passenger elevators (907 kgs capacity or 12 persons). Theelevators serve all 3 levels. At the time of the 2010 assessment only one of the elevators was operational.

Consequences of Deferral:Potential loss in functionality and a lack of wheelchair accessbetween floors.


D2010.04 Sinks**

D2010.05 Showers**

D2010.08 Drinking Fountains/Coolers**

4 - Acceptable

4 - Acceptable

3 - Marginal

Rating

Rating

Rating

2005

1966

1966

Installed

Installed

Installed

30

30

35

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

Updated

Updated

Updated

Replace 40 Sinks

Replace 25 Shower Fixtures

Replace 10 Drinking Fountains And 5 RefrigeratedWater Coolers



Failure Replacement

2035

2014

2011

$110,000

$50,000

$35,000

Unassigned

Unassigned

Low

The wall mounted water fountains are discolored and in someinstances chipped. The water coolers have reached the endof their expected useful life and require increasedmaintenance.

Concern:

Replace the aged and damaged water fountains and watercoolers.

Recommendation:

Calgary - Bishop Grandin Senior High School (B2538A)S4 MECHANICAL

Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

APR-11

APR-11

APR-11

Stainless steel sinks with manual valve sets are installed in the kitchen, staff room, and science laboratories. Custodialrooms are equipped with floor mounted enamel sinks.

Communal showers are located in the Men's and Women's locker rooms. The showers are equipped with Bradley showerfixtures with six heads and six mixing valves.

Wall mounted vitreous china drinking fountains and free standing refrigerated water coolers are installed in corridorsthroughout the building.


D2010.09 Other Plumbing Fixtures* - Wash Stations

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

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

3 - Marginal

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1966

2005

1966

Installed

Installed

Installed

0

35

35

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

Updated

Updated

Updated

Repair 2 Bradley Wash Fountains

Replace 50 Lavatories

Replace 30 Urinals

Repair



2011

2040

2014

$15,000

$70,000

$54,000

Low

Unassigned

Unassigned

It was reported that the Bradley wash fountains do not operateand require increased maintenance.

Concern:

Repair Bradley wash fountains.Recommendation:


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

APR-11

APR-11

APR-11

Bradley wash fountains with stainless steel wash basins are located in the shops, Art studio, and Communication rooms.

Washrooms are typically equipped with enameled steel lavatories with manual valve sets in wall mounted vanities.

Men's washrooms are equipped with floor mounted flush tank Crane urinals.


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

D2020.01.01 Pipes and Tubes: Domestic Water*

D2020.01.02 Valves: Domestic Water**

D2020.01.03 Piping Specialties (Backflow Preventors)**

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1966

1966

1966

2008

Installed

Installed

Installed

Installed

35

0

40

20

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Replace 15 Water Closets

Replace approximately 45 Valves

Replace 5 Backflow Prevention Devices




2014

2014

2028

$31,000

$45,000

$32,000

Unassigned

Unassigned

Unassigned


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

APR-11

APR-11

APR-11

Public washrooms are equipped with floor mounted water closets with manual flush valves. Staff washrooms areequipped with flush tank water closets.

Domestic water piping is mainly copper and ranges in size from 100 mm down to 15 mm.

There are isolation valves installed on the domestic cold and hot water systems throughout the building.

Backflow prevention devices are installed on the main domestic water line, boiler make-up water connection, coolingtower water connection, standpipe system connection, irrigation system connection. The backflow prevention devices areinspected regularly as indicated by the inspection tags.


D2020.02.02 Plumbing Pumps: Domestic Water**

D2020.02.06 Domestic Water Heaters** - A.O.Smith

D2020.02.06 Domestic Water Heaters** - SuperHot

4 - Acceptable

4 - Acceptable

3 - Marginal

Rating

Rating

Rating

1997

2002

1966

Installed

Installed

Installed

20

20

20

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

Updated

Updated

Updated

Replace 2 Pumps (<1kW)

Replace 2- 246L with a recovery capacity ofapproximately 300L/h Domestic Water Heaters

Replace 1 Domestic Water Boiler (50kW)



Failure Replacement

2017

2022

2011

$2,400

$12,000

$5,000

Unassigned

Unassigned

Medium

Water heater for the dishwasher has reportedly failed.Concern:

Replace hot water heater.Recommendation:


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

APR-11

APR-11

APR-11

The building has recirculation pumps for domestic hot water. The pumps are located in the boiler room.

Domestic hot water is provided by two natural gas fired domestic water heaters, manufactured by A.O. Smith, each with avolume of 246L and estimated recovery capacity of approximately 300L/h.

SuperHot water heater provides hot water for the dishwasher. The estimated capacity is approximately 50kW.


D2020.03 Water Supply Insulation: Domestic*

D2030.01 Waste and Vent Piping*

D2030.02.04 Floor Drains*

D2030.03 Waste Piping Equipment*

D2040.01 Rain Water Drainage Piping Systems*

D2040.02.04 Roof Drains*

D3010.02 Gas Supply Systems*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

Rating

Rating

1966

1966

1966

1997

1966

1966

1966

Installed

Installed

Installed

Installed

Installed

Installed

Installed

0

0

0

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Updated

Updated

Updated


Domestic water piping appeared to be insulated throughout.

A combination of cast iron and copper piping used for gravity sanitary waste and vent piping was observed in the building.

Floor drains are installed in washrooms and service rooms throughout the building.

Light duty pumps are installed in the mechanical room and shop sumps.

Rain water runs to rooftop drains which connect to internal cast iron rain water leaders and the municipal storm waterdrainage system.

The roof drains are fitted with debris screens and are incorporated into the roof system.

The main underground gas service enters the meter room adjacent the boiler room, at the southwest corner of thebuilding. The natural gas feeds the hot water boilers and domestic water heaters.


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*

D3030.02 Centrifugal Water Chillers**

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1966

1966

2005

2000

Installed

Installed

Installed

Installed

35

35

0

25

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Replace 2 - 3064kw input gas fired hot waterboilers

Replace approximately 50m of 600mm diameterchimneys.

Replace 1 Centrifugal Water Chiller (2100kW)




2014

2014

2025

$280,000

$50,000

$900,000

Unassigned

Unassigned

Unassigned


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

APR-11

APR-11

APR-11

There are two Cleaver Brooks, gas fired, 3064kw input hot water boilers in the main mechanical room, located in thesouthwest corner of the building, supplies the building's hydronic heating system. Boiler # 1 was re-tubed in 2006 andBoiler #2 was retubed in 2005.

The boiler's insulated metal breeching is connected to a masonry stack.

Pot feeders for chemical treatment are connected to the boiler supply piping. A water treatment program serves theheating hot water system.

The chilled water distribution system is supplied by a McQuay chiller, model WSC087BAAA, with a capacity of 2100kW(600 tons) and Microtech controls. The chiller is charged with refrigerant R134A.


D3030.05 Cooling Towers**

D3040.01.01 Air Handling Units: Air Distribution** - 1966


4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

2000

1966

1989

Installed

Installed

Installed

25

30

30

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

Updated

Updated

Updated

Replace 1 Cooling Tower

Replace 3 AHUs (Gym/Shop/Classroom, approx.20,000L/s ea.)

Replace 2 AHUs (Theatre/Classroom, approx.10,000L/s ea.)




2025

2014

2019

$300,000

$510,000

$170,000

Unassigned

Unassigned

Unassigned


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

APR-11

APR-11

APR-11

Heat is rejected from the chiller by a Baltimore Aircoil Company (BAC) cooling tower with its own water treatment. Theestimated cooling capacity is approximately 2400kW (685 ton). The cooling tower is located on the site in a fenced offarea to the southwest of the building, adjacent to the boiler room.

The three medium pressure, air handling units are located in the fan room, one serves the Gymnasium, another servesthe shop area and the third serves the classroom areas. The units serving the gymnasium and shop area have hot waterheating coils. The unit serving the classroom areas has a glycol heating coil and a chilled water cooling coil. Theestimated capacities of the units are approximately 20,000L/s each. These systems distribute conditioned air to theinduction units.

Two Haakon air handlers, which are located in the mechanical room adjacent the Theatre, provides HVAC to the Theatreand some classrooms. The units are equipped with hot water heating coils and chilled water cooling coils. The estimatedcapcity of each unit is approximately 10,000L/s.



D3040.01.02 Fans: Air Distribution (Remote from AHU)* - 1966

D3040.01.02 Fans: Air Distribution (Remote from AHU)* - 1997

D3040.01.04 Ducts: Air Distribution*

D3040.01.07 Air Outlets & Inlets: Air Distribution*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

1997

1966

1997

1966

1966

Installed

Installed

Installed

Installed

Installed

30

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

JAN-06

Updated

Updated

Updated

Updated

Updated

Replace 1 AHU (Music Room, approx. 10,000L/s)



Event:


Updated: APR-11

A Trane (1997) unit which is located in storage room D204 serves the Music Room. The unit is equipped with a glycolheating coil and chilled water cooling coil. The estimated capacity is approximately 10,000L/s.

Standalone return air fans are provided for the three main air handling units that serve the gymnasium, shop area, andclassrooms. Fans are manufactured by Chicago Blower.

A Chicago Blower standalone return air fan is provided for the air handling unit serving the Music Room.

The air distribution systems include ducting for fresh air, return air, supply air. The duct systems include ductwork,insulation and other related components.

The air outlets and inlets are of varying types and include air diffusers, dampers and supply and return grilles.


D3040.03.01 Hot Water Distribution Systems**

D3040.03.02 Chilled Water Distribution Systems**

D3040.03.03 Condenser Water Distribution Systems Pumps*

D3040.03.04 Glycol Systems*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1966

1966

2000

1966

Installed

Installed

Installed

Installed

40

40

0

0

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Replace Hot Water Distribution System (19,805m²GFA)

Replace Chilled Water Distribution (19,805m² GFA)



2014

2014

$1,840,000

$1,000,000

Unassigned

Unassigned


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

APR-11

APR-11

Heating piping system is generally black iron. Piping system components include piping, insulation and jacketing, valvesand circulation pumps. The base mounted heating hot water circulation pumps observed in the Boiler Room include theGymnasium heating pump, the shop heating pump, the main heating pump and the shop preheat pump. Glycol pumpsare also located in the boiler room and fan room, and circulate heated glycol to air handling unit heating coils.

The chilled water piping system is generally black iron. Piping system components include piping, insulation andjacketing, valves and circulation pumps. The chilled water circulating pumps are located in the boiler room.

Condenser water piping is distributed between the chillier and cooling tower. The system includes a circulation pump,piping and valves.

Glycol distribution feeds the heating coils in the air handling units.


D3040.04.01 Fans: Exhaust**

D3040.04.03 Ducts: Exhaust*

D3040.04.05 Air Outlets and Inlets: Exhaust*

D3040.05 Heat Exchangers**

3 - Marginal

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1966

1966

1966

2008

Installed

Installed

Installed

Installed

30

0

0

30

Design Life

Design Life

Design Life

Design Life

APR-11

JAN-06

APR-11

APR-11

Updated

Updated

Updated

Updated

Replace 10 Local Exhaust Fans

Replace 2 heat exchangers

Failure Replacement


2011

2038

$70,000

$32,000

Medium

Unassigned

The exhaust fans have surpassed their expected useful life. Itwas reported that the exhaust fans do not operate properlyand that in some cases the units can not meet the ventilationrequirements for the particular spaces they serve (Arts room).

Concern:

Replace the local exhaust fans.Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

APR-11

APR-11

Constant volume local exhaust fans serve the washrooms, shops, Industrial Arts, Theatre and labs.

The exhaust duct distribution systems includes the galvanized metal duct systems, insulation, and other relatedcomponents.

Exhaust inlets are typically ceiling level grilles

A shell and tube, hot water to glycol, heat exchanger, located in the fan room, serves the heated glycol distribution systemserving air handling unit heating coils. A plate and frame, hot water to glycol heat exchanger, located in the boiler room,serves the heated glycol distribution serving air handling unit heating coils.


D3050.01.01 Computer Room Air Conditioning Units**

D3050.05.03 Finned Tube Radiation**

D3050.05.04 Induction Units**

4 - Acceptable

4 - Acceptable

3 - Marginal

Rating

Rating

Rating

2000

1966

1966

Installed

Installed

Installed

30

40

30

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

Updated

Updated

Updated

Replace 1 AC Unit (17kW)

Replace Finned Tube Radiation (10,000m² FloorArea)

Replace approximately 200 Induction Units



Failure Replacement

2030

2014

2013

$30,000

$490,000

$650,000

Unassigned

Unassigned

Low

It was reported that some of the induction units are notoperating properly and require increased maintenance. Due toage, replacement parts are difficult to source for repairs.

Concern:

Replace the induction units.Recommendation:


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

APR-11

APR-11

APR-11

One Mitsubishi Mr Slim split DX air conditioning system provides cooling for the computer room in the Library. The aircooled condenser is located on the roof. The estimated capacity is approximately 17kW (5tons) cooling.

Finned tube radiation serves approximately 50% of the gross floor area. Units are located in the stairwells, corridorswashrooms and along some of the perimeter walls of the offices and classrooms.

Induction units are generally located in the perimeter classrooms, offices and in the Chapel.


D3050.05.06 Unit Heaters**

D3060.02.02 Pneumatic Controls** - Compressor

D3060.02.02 Pneumatic Controls** - Devices

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1966

2005

1966

Installed

Installed

Installed

30

40

40

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

Updated

Updated

Updated

Replace 15 Unit Heaters

Replace 1 Compressor & Air Dryer

Replace Pneumatic Controls (19,805m² GFA)




2014

2045

2014

$60,000

$15,000

$120,000

Unassigned

Unassigned

Unassigned


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

APR-11

APR-11

APR-11

Dunham Bush hot water unit heaters were observed in the shop areas and the Industrial Arts room. A Trane unit heaterwas observed in the storage room that houses the Music Room's AHU.

A DeVair compressor and air dryer serve the pneumatic controls.

Control components include monitoring and measurement devices such as temperature sensors, pressure sensors,pressure gages, transmitters, etc.


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

D4020 Standpipes*

D4030.01 Fire Extinguisher, Cabinets and Accessories*

D4090.04 Dry Chemical Fire Extinguishing Systems (Kitchen Hood)**

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

2000

1966

1966

1968

Installed

Installed

Installed

Installed

20

0

0

40

Design Life

Design Life

Design Life

Design Life

APR-11

JAN-06

APR-11

APR-11

Updated

Updated

Updated

Updated

Replace BMS (5,000m² Floor Area)

Replace Dry Chemical Fire Suppression System



2020

2014

$105,000

$13,000

Unassigned

Unassigned


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

APR-11

APR-11

A portion of the HVAC equipment in the building is controlled by a JCI Metasys building management system.

Fire suppression in the building is provided by a standpipe system. The fire hose storage system typically consists ofhose pin rack within a metal cabinet.

There are fire extinguishers located throughout the building, each located in cabinets. They are reportedly inspectedannually.

The exhaust hood located in the kitchen is equipped with a Range Guard Karbaloy dry chemical fire suppression system.


D5010.01 Main Electrical Transformers**

D5010.02 Secondary Electrical Transformers (Interior)** - 1966

D5010.02 Secondary Electrical Transformers (Interior)** - 2007

4 - Acceptable

3 - Marginal

5 - Good

Rating

Rating

Rating

1966

1966

2007

Installed

Installed

Installed

40

40

40

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

Updated

Updated

Updated

Replace 1200kva 3200/7620v transformer

Replace approximately 9 secondary transformers(75kVA ea.)

Replace 1 secondary transformer


Failure Replacement


2014

2011

2047

$185,000

$90,000

$10,000

Unassigned

Medium

Unassigned

The original transformers are showing signs of age; a portionare radiating elevated heat levels.

Concern:

Replace the remaining original transformers.Recommendation:

Calgary - Bishop Grandin Senior High School (B2538A)S5 ELECTRICAL

Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

APR-11

APR-11

APR-11

A 3200/7620 V to 277/480V transformer is located in the main electrical room, located west of the shop area. Thetransformer is rated at 1200kva.

There are several secondary transformers located throughout the school. Transformers are located in the boiler room, thefan room, the Theatre electrical/mechanical room, the main electrical room (Delta 75kVA) and the storage room A114.The transformers are typically rated at 75kVA or less.

A secondary transformer, which supply 120/208V power is located in the main electrical room.


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

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

3 - Marginal

2 - Poor

Rating

Rating

2009

1966

Installed

Installed

40

30

Design Life

Design Life

APR-11

APR-11

Updated

Updated

Replace 1600A 277/480V Main Distribution Panel

Replace approximately 12 electrical sub-panels

Failure Replacement

Failure Replacement

2011

2011

$120,000

$60,000

High

Medium

The main switchboard is approaching the end of its servicelife. Replacement parts are no longer available

Some of the original panelboards are, outdated and in somecases full to capacity with no room for future expansion. It wasreported that the shops can no longer add new equipment dueto the lack of power.

Concern:

Concern:

Replace the main distribution switchboard

Replace outdated panelboards

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

APR-11

APR-11

A 1600 A, 3 phase 480v, 4 wire Federal Pacific main distribution switchboard is located in the main electrical room in thewest section of the building, opposite the welding shop. The main switchboard distributes power to the shop areas andoutdoor receptacles and lighting, and to CDP401 (installed in 2008) which distributes power to the remaining portions ofthe school power distribution systems and mechanical systems.

There are approximately 24 panelboards located throughout the school in corridors and electrical / mechanical roomswhich control receptacles and interior lighting. The panelboards are generally manufactured by Federal Pacific.


D5010.05 Electrical Branch Circuit Panelboards (Secondary Distribution)** - 2000

D5010.05 Electrical Branch Circuit Panelboards (Secondary Distribution)** - 2008 CDP

D5010.07.01 Switchboards, Panelboards, and (Motor) Control Centers**

D5020.01 Electrical Branch Wiring*

4 - Acceptable

5 - Good

5 - Good

4 - Acceptable

Rating

Rating

Rating

Rating

2000

2008

2007

1966

Installed

Installed

Installed

Installed

30

30

30

0

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

JAN-06

Updated

Updated

Updated

Updated

Replace 12 electrical sub-panels

Replace CDP

Replace 3 motor control centers (18 sections ea.)




2030

2038

2037

$60,000

$5,000

$225,000

Unassigned

Unassigned

Unassigned


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

APR-11

APR-11

APR-11

The 1200 A, 3 phase 480v, 4 wire Federal Pacific Circuit distribution Panelboard (CDP) is located in the west mechanicalroom.

There are three Allen Bradley motor control centers are located in the boiler room and in the fan room. Each MCCconsists of approximately 18 sections.

The electrical wiring in the building is standard wire in conduit. Flexible conduit and cable are provided for finalconnections to mechanical equipment.


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

D5020.02.02.01 Interior Incandescent Fixtures*

D5020.02.02.02 Interior Fluorescent Fixtures** - T12

3 - Marginal

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1966

1966

1966

Installed

Installed

Installed

0

0

30

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

Updated

Updated

Updated

Add switches for corridor lighting (~10,000m² FloorArea)

Replace 1,500 Fluorescent Fixtures

Repair


2011

2014

$10,000

$600,000

Low

Unassigned

Corridor lighting is controlled by panel breakers. Panelbreakers are not intended to be light switches and thispractice poses a safety hazard and accelerates the wear ofthe electrical panel.

Concern:

Install light switches for corridor lighting.Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

APR-11

APR-11

Classroom lighting in the school is generally controlled by line voltage switches and corridor lighting is controlled by panelbreakers.

Incandescent fixtures include, directional lighting in the classrooms, pot lights (main entrance, Chapel and Theatre),specialty fixtures in the Theatre and utility lighting in service rooms.

The interior fluorescent lighting fixtures consists of a variety of different types including surface mount, pendant and inlaytype fixtures. Generally the classroom fixtures are pendant type units. The majority of the fluorescent fixtures areequipped with T-12 lamps and magnetic ballasts.


D5020.02.02.02 Interior Fluorescent Fixtures** - T8

D5020.02.03.01 Emergency Lighting Built-in*

D5020.02.03.03 Exit Signs*

D5020.02.05 Special Purpose Lighting*

4 - Acceptable

4 - Acceptable

3 - Marginal

4 - Acceptable

Rating

Rating

Rating

Rating

2000

1966

1966

1966

Installed

Installed

Installed

Installed

30

0

0

0

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

JAN-06

Updated

Updated

Updated

Updated

Replace 500 Fixtures

Repair 10 exit signs


Repair

2030

2011

$190,000

$10,000

Unassigned

Medium

Several exit signs are not working.Concern:

Repair exit signs.Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

APR-11

APR-11

Some classroom fixtures are equipped with T8 lamps and electronic ballasts.

Emergency lighting is provided by selected light fixtures which are powered by emergency lighting panelboards.

Incandescent and CFL Exit signs are located throughout the school.

Special purpose lighting, including spot lighting, was found in the Theatre.


D5020.03.01.01 Exterior Incandescent Fixtures*

D5020.03.01.04 Exterior H.P. Sodium Fixtures*

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

D5030.01 Detection and Fire Alarm**

2 - Poor

4 - Acceptable

4 - Acceptable

5 - Good

Rating

Rating

Rating

Rating

1966

1966

1966

2009

Installed

Installed

Installed

Installed

0

0

0

25

Design Life

Design Life

Design Life

Design Life

APR-11

JAN-06

APR-11

APR-11

Updated

Updated

Updated

Updated

Replace exterior incandescent lighting fixtures

Replace the fire alarm system (Based on gfa)

Failure Replacement


2011

2034

$5,000

$545,000

Low

Unassigned

Broken and damaged light fixtures were observed during theassessment.

Concern:

Replace the recessed incandescent light fixtures.Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

APR-11

APR-11

Recessed incandescent light fixtures are located in the canopies in front of the exit doors on the north elevation.

There are 8 exterior wall mounted HID light fixtures located around the perimeter of the building.

Photocells and timers control the exterior HID fixtures.

The existing fire alarm system is a single stage GE Quick Start system. Detection and end devices include, smoke andheat detection, pull stations, bells and duct smoke detection. A graphic anunciator panel is located at the front entrance.


D5030.02.02 Intrusion Detection**

D5030.03 Clock and Program Systems*

D5030.04.01 Telephone Systems*

D5030.04.04 Data Systems*

D5030.04.05 Local Area Network Systems*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

1995

1966

1995

2005

2008

Installed

Installed

Installed

Installed

Installed

25

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Updated

Replace security system (based on gfa)



Event:


Updated: APR-11

The Silent Knight "Regency" security system monitors exterior door contacts and motion detectors installed in thecorridors and sensitive areas. A push-button security pad is located at the front entrance.

Original clock system with hardwired clocks. Some clocks have been replaced with battery operated units.

Telephones are in most classrooms and are used for intercom, paging, and external calling. The telephone service isprovided by Telus and the hardware consists of a NT Meridian 1 system.

Computers, servers, network cabling, network hubs & switches and peripheral I/O devices. Cabling is category 5.

The Library has wireless internet access.


D5030.05 Public Address and Music Systems**

4 - AcceptableRating

1985Installed

20Design Life

APR-11Updated

Replace Public Address and Music Systems



Event:


Updated: APR-11

The Public Address system is a stand alone console located in the administration office and is a Dukane system. Surfacemounted speakers are located in the classrooms and hallways.


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

3 - MarginalRating

1966Installed

35Design Life

APR-11Updated

Replace 75kw packaged emergency generator

Study to replace natural gas with diesel packagedengine generator systems

Failure Replacement

Study

2012

2011

$155,000

$5,000

Low

High

The original emergency generator has surpassed it useful lifeand does not provide enough power for all the emergencyloads. The existing generator will not operate if the natural gassupply is shut off.

Generator is not supplied by an independent energy source.In the event of an emergency, if all building utilities wereunavailable, the generator would not be functional.

Concern:

Concern:

Replace existing emergency generator and transfer switch.

Do a study to investigate the requirements to replace thebuilding generator with a diesel generator.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

APR-11

APR-11

A Kohler (75 KW) natural gas fired generator is located in the fan room. The generator provides emergency power tocorridor lights and stairwell lights as well as to various heating pumps to maintain minimum temperature levels in thebuilding.

Consequences of Deferral:Additional emergency battery operated units will have to beadded to the building for emergency lighting to comply withcurrent codes.


E1020.02 Library Equipment*

E1020.03 Theater and Stage Equipment* - 1989 Theatre Addition

E1020.05 Audiovisual Equipment*

E1020.07 Laboratory Equipment*

E1030.01 Vehicle Service Equipment*

E1090.03 Food Service Equipment* - Cafeteria Kitchen

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

Rating

0

1989

0

0

1992

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

APR-11

APR-11

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Updated

Updated

Calgary - Bishop Grandin Senior High School (B2538A)S6 EQUIPMENT, FURNISHINGS AND SPECIAL CONSTRUCTION

Library equipment includes electronic security gates and an administrative desk.

Theater and Stage Equipment includes a stage, curtains, lighting and projection booth.

Audiovisual equipment provided in the school includes overhead projectors and screens.

Science laboratory equipment includes fume hoods and standard laboratory supplies.

Approximately six above-ground vehicle lifts are provided in the Senior and Junior automotive shops. It was reported that the original in-ground lifts were removed and the above-ground lifts were installed in approximately1992.

The cafeteria includes a full commercial kitchen facility with built-in ovens, refrigerators, deep fryers, fumehoods, stainlesssteel tables and several smaller appliances. The kitchen facility is leased and maintained by an independent caterer.


E1090.04 Residential Equipment* - Cooking Lab

E1090.04 Residential Equipment* - Staff Room

E1090.06 Darkroom Equipment*

E1090.07 Athletic, Recreational, and Therapeutic Equipment*

E2010.01 Fixed Artwork*

4 - Acceptable

5 - Good

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

0

2010

1966

1966

1966

Installed

Installed

Installed

Installed

Installed

0

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated

Updated


The home economic cooking lab is equipped with a refrigerator, stoves, microwaves and miscellaneous small kitchenappliances.

The staff room includes a refrigerator, range and range hood, dishwasher, two microwaves, coffee maker.

Darkroom equipment is provided in the darkroom on the lower level at the northwest corner of the school near the artroom and the communications classroom.

Athletic, recreational and therapeutic equipment includes eight retractable basketball hoops and an electronic scoreboardlocated in the gymnasium. Gymnastics mats are located on the stage and exercise and weight-lifting equipment islocated in the weight room.

Interior corridors include precast stone art panels at various locations.


E2010.02 Fixed Casework** - 1966 Art Room

E2010.02 Fixed Casework** - 1966 Original Building

3 - Marginal

4 - Acceptable

Rating

Rating

1966

1966

Installed

Installed

35

35

Design Life

Design Life

APR-11

APR-11

Updated

Updated

Replace Damaged Art Room Casework (approx. 10m)

Replace Fixed Casework (19,150 m² g.f.a.)

Failure Replacement


2011

2014

$32,000

$1,755,000

Low

Unassigned

Counter top surfaces are reportedly damaged and requirereplacement on a regular basis due to continuous exposure tomoisture from the sink, which also splashes beneath andbehind the cabinets.

Concern:

Replace cabinets and counter tops in the Art Room with amore durable product (e.g., metal or stainless steel).

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

APR-11

APR-11

Fixed casework in the Art Room is comprised of wood cabinets with laminate surfaced counter tops with sinks which areutilized by art students for cleaning up during and after art class.

Lavatories in multi-user washrooms are mounted within wall-hung vanities that are surfaced with plastic laminate. Fixedcasework in shop areas is comprised of floor-mounted steel or wood work tables that are topped with steel or woodcounter tops. Fixed casework in classrooms, science labs and preparation areas is comprised of floor-mounted woodcabinetry and work tables that are surfaced with laminate or include solid surface counter tops. Science classroomsinclude desks comprised of floor-mounted wood with solid surface counter tops, some with integral sinks, fixtures andaccessories. Other classrooms feature built-in wood storage cabinet/blackboard or whiteboard assemblies. Woodbenches and wall-mounted clothing hooks are provided in the change rooms. Clothing hooks are also provided in staffrooms and laboratories and some classrooms. Floor-and wall-mounted wood and glass display cabinets are located in the corridors & main entrance foyer. While un-confirmed, counter tops used in laboratories may contain asbestos content.

Consequences of Deferral:Loss of functionality and a loss of aesthetic appeal.


E2010.02 Fixed Casework** - 1989 Theatre Addition

E2010.02 Fixed Casework** - 2010 Staff Room

E2010.03.06 Curtains and Drapes**

4 - Acceptable

5 - Good

4 - Acceptable

Rating

Rating

Rating

1989

2010

1966

Installed

Installed

Installed

35

35

30

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

Updated

Updated

Updated

Replace Fixed Casework in Theatre Addition(approx. 650 m² g.f.a.)

Replace Staff Room Casework (approx. 4 m)

Replace Curtains/Drapes (approx. 250 sq. m.)




2024

2045

2014

$60,000

$8,000

$28,000

Unassigned

Unassigned

Unassigned


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

APR-11

APR-11

APR-11

Fixed casework in the 1989 Theatre Addition is comprised of floor-mounted wood cabinets with laminate-surfacedcounter tops.

Fixed casework in the staff room is comprised of upper wood cupboards and lower wood cabinets with laminate surfacedcounter tops.

The majority of classrooms, staff room and the library are provided with curtains on exterior windows.


E2010.05 Fixed Multiple Seating** - 1966 Original Building

E2010.05 Fixed Multiple Seating** - 1989 Theatre Addition

E2020.02.03 Furniture*

3 - Marginal

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1966

1989

1966

Installed

Installed

Installed

35

35

0

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

Updated

Updated

Updated

Replace Fixed Seating in A/V Room and TeachingTheatre (approx. 100 seats)

Replace Fixed Seating in 1989 Theatre Addition(approx. 300 seats)

Failure Replacement


2011

2024

$45,000

$127,000

Medium

Unassigned

The majority of upholstered cushions in the TeachingTheatre/Classroom are ripped, with much of the cushionpadding having been ripped out. It was not confirmed if seatsin the A/V Room were in the same condition; however, it isunderstood they are similar in vintage.

Concern:

Replace fixed seating in the Teaching Theatre/Classroom andA/V Room.

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

APR-11

APR-11

Fixed seating consisting of fabric-covered wood chairs are provided in the Teaching Theatre/Classroom and A/V room.

Fixed multiple seating in the 1989 Theatre Addition consists of fully upholstered seats.

Moveable metal and wood-framed desks, tables and chairs are provided in classrooms and shop areas. Metal and wood-framed stools are also provided in some laboratory and shop areas. Wood chairs with fabric covered seats are providedin the Chapel.

Consequences of Deferral:Loss of functionality and loss of aesthetic appeal.


F1010.02.05 Grandstands and Bleachers**

F1020.02.13 Paint Booths*

4 - Acceptable

4 - Acceptable

Rating

Rating

1966

1966

Installed

Installed

30

0

Design Life

Design Life

APR-11

APR-11

Updated

Updated

Replace Gymnasium Bleachers (approx. 1,000seats)



Event:


Updated: APR-11

Wood bleachers on retractable metal frames are located in the gymnasium.

A paint booth is located in the Building Construction shop.


K3010.02 Washrooms (Location & Number)*

3 - MarginalRating

1966Installed

0Design Life

APR-11Updated

Investigate Requirements to Re-Instate SouthwestWashroom

Re-Instate Southwest Washroom (1 washroom)

Study

Program Functional Upgrade

2011

2012

$5,000

$50,000

Medium

Medium

The boys washroom on the lower level at the the southwestcorner of the school (room B015) near the basement levelmechanical room has been removed from service and iscurrently utilized for storage. It is understood this roomhistorically has suffered vandalism due to its location near abuilding entrance.

The boys washroom on the lower level at the the southwestcorner of the school (room B015) near the basement levelmechanical room has been removed from service and iscurrently utilized for storage. It is understood this roomhistorically has suffered vandalism due to its location near abuilding entrance.

Concern:

Concern:

Conduct a study to determine what finishes and features maybe implemented in the southwest washroom that would deteror minimize further damage or vandalism.

Conduct measures and repairs, based on recommendationsmade in the initial study, to re-instate the southwestwashroom. An allowance to conduct this work is provided;however, actual repair costs will depend on the outcome ofthe initial study.

Recommendation:

Recommendation:

Calgary - Bishop Grandin Senior High School (B2538A)S8 FUNCTIONAL ASSESSMENT

Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

APR-11

APR-11

Single and multi-user washrooms are provided at strategic locations throughout the building interior.



Loss of functionality and inadequate distribution of washroomfacilities in the building.

Loss of functionality and inadequate distribution of washroomfacilities in the building.


K4010.01 Barrier Free Route: Parking to Entrance*

3 - MarginalRating

1966Installed

0Design Life

APR-11Updated

Install Barrier-Free Parking Stall

Barrier Free Access Upgrade 2011 $3,000 Medium

Although signage is provided affixed to the building, a markedbarrier-free parking stall is not provided immediately adjacentto the main entrance to the Bishop Grandin High School.Furthermore, while two marked parking stalls are provided inthe parking lot west of the building, the adequacy of the stalland/or aisle size was not confirmed.

Concern:

Provide an enlarged, barrier-free parking stall directly adjacentto the Bishop Grandin High School's main entrance, completewith pavement markings and vertical signage for stallidentification. Furthermore, confirm the two parking stalls andaccess aisle in the parking lot west of the building areappropriate in terms of size, pavement markings and verticalsignage.

Recommendation:


Event:


Updated: APR-11

Two barrier free parking stalls (one on either side of an access aisle) are provided in the student/staff parking lot to thewest of the building. A barrier free sign is affixed to the exterior wall of the building along the student drop-off area at thenortheast corner of the school. A barrier free ramp is provided at the main entrance to the school.

Consequences of Deferral:Non-compliance with current barrier-free standards and pooraccessibility for handicapped users.


K4010.02 Barrier Free Entrances*

K4010.03 Barrier Free Interior Circulation*

2 - Poor

4 - Acceptable

Rating

Rating

1966

1966

Installed

Installed

0

0

Design Life

Design Life

APR-11

APR-11

Updated

Updated

Install Automated Door Openers (approximately 4openers)

Barrier Free Access Upgrade 2011 $16,000 Medium

The main entrance and vestibule doors at the east side of thebuilding and the entrance doors and vestibule doors nearestthe staff parking area at the west side of the facility areequipped with manually-operated entrances that are notintended for barrier free use.

Concern:

Install automated openers on the exterior entrance andvestibule doors on the main east entrance and the entrancenearest the barrier-free stalls in the student/staff parking areaat the west side of the facility.

Recommendation:


Event:


Updated: APR-11

The building entrance doors are manually-operated.

Two elevators are installed in the building's central corridor and provide access between the lower, main and upper floorsof the school. Floor levels on each floor are general at a level plane. One elevator is not operational. A discussion of the vertical transportation systems is provided in Component SectionD1010.01.01 Electric Traction Passenger Elevators.

Consequences of Deferral:Non-compliance with current barrier-free standards and pooraccessibility for handicapped users.


K4010.04 Barrier Free Washrooms*

K4020.01 Safety Code (Fall Prevention)*

2 - Poor

2 - Poor

Rating

Rating

1966

0

Installed

Installed

0

0

Design Life

Design Life

APR-11

APR-11

Updated

Updated

Refurbish Multi-user Washrooms (6 Washrooms)

Install Roof Anchors (approx. 45 anchors)

Barrier Free Access Upgrade

Code Upgrade

2011

2011

$120,000

$45,000

Medium

High

Multi-user washrooms do not include enlarged stalls or grabbars, and no vanities, sink faucet controls or wall-mountedaccessories are barrier free.

Low-slope roof surfaces over the facility are above threemetres in height and are not equipped with a means of fallprotection for those working in close proximity to roof edges.

Concern:

Concern:

Refurbish a set of existing multi-user washrooms on eachfloor to incorporate an oversized stall with grab bars, vanitieswhich allow wheelchair access, levered faucet controls andappropriately positioned accessories.

Install tie-back anchors to the roof structure such thatpersonnel accessing the roof level may secure safetyharnesses and complete work in close proximity to the roofedge that may otherwise constitute a safety hazard.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

APR-11

APR-11

Barrier free washroom are currently not provided.

Low-slope roof levels are not equipped with tie-back anchors to attach a safety harness, or other means of fall protection.



Non-compliance with current barrier-free standards and pooraccessibility for handicapped users.

The absence of tie-back anchors increases the risk of a fallinghazard when performing maintenance or repair in closeproximity to a roof edge.


K4030.01 Asbestos*

K4030.02 PCBs*

K4030.04 Mould*

K4030.09 Other Hazardous Materials*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1966

1966

0

1966

Installed

Installed

Installed

Installed

0

0

0

0

Design Life

Design Life

Design Life

Design Life

APR-11

APR-11

APR-11

APR-11

Updated

Updated

Updated

Updated


Suspected asbestos-containing materials observed in the building include vinyl tile flooring in the school corridors,classrooms and utility areas, spray-on ceiling texture, piping insulation and laboratory counter tops. It is understood that asbestos-containing insulation historically affixed to the underside of the concrete ceilings in severalmechanical rooms has been removed. Widespread staining from the black mastic used to affix the insulation to theceiling exists throughout the areas formerly containing the insulation. The 2005 facility assessment noted the following: "gymnasium wallboard".

No PCBs were observed or reported in the building; however, the 2005 facility assessment noted the following: "PCB's inlighting ballasts". A review of product labels should be conducted when replacing aged lighting ballasts to confirm the presence or absenceof PCBs such that appropriate disposal practices may be utilized.

Excessive water damage or suspect microbial growth was not observed in the Bishop Grandin High School; however,water-stained ceiling panels were observed in several areas throughout the facility as a result of past or current leakagefrom roofs or plumbing piping. As recommended under component C3030.06 Acoustic Ceiling Treatment (Susp. T-Bar)**- 1966 Original Building Susp. T-Bar, replacement of the stained panels is recommended as part of routine maintenanceto minimize the risk of microbial growth.

No other hazardous materials were observed during the site visit. Chemical storage practices in-place at the siteappeared to be adequate.

Documents

RECAPP Facility Evaluation Report - Alberta · 2013-05-22 · RECAPP Facility Evaluation Report Bishop Grandin Senior High School B2538A Calgary Calgary RCSSD #1. Report run on: April