EDMONTON PUBLIC SCHOOL BOARD 2016 VALUE … PUBLIC SCHOOL BOARD 2016 VALUE MANAGEMENT ANALYSIS ... modernization of school program to allow for Barrier Free ... Architecture|Tkalcic

EDMONTON PUBLIC SCHOOL BOARD

2016 VALUE MANAGEMENT ANALYSIS

Calder Elementary School (K-6) 112950-118 Street NW, Edmonton Alber ta

EDMONTON PUBLIC SCHOOL BOARD – 2016 VALUE MANAGEMENT ANALYSIS

INTRODUCTION 1

EXECUTIVE SUMMARY 2

BUILDING ASSESSMENT AND UPGRADES 4a. Building Componentsb. General Descriptionc. Existing Condition summary and required upgradesd. Building Code Review requirement and required upgradese. Recommendationsf. Costing Summary

APPENDICES 8

Appendix 1 Building Assessments Architectural Mechanical Electrical Civil

Appendix 2 Existing Plans

Appendix 3 Cost Summary

Appendix 4 Photographs

TABLE OF CONTENTS

CALDER ELEMENTARY SCHOOL (K-6) 112950-118 STREET NW, EDMONTON ALBERTA 1

The Purpose of the Value Management (VM) Study is to create a deeper understanding of the current building condition for each of the existing school buildings.

We have assumed for this project that the building, regardless of the option chosen, will be brought to a condition to allow the building to function without additional major work for the next 40 years.

The VM study will provide a better understanding of the condition of the building than is available from existing building condition database, based on the provincial VFA (formerly RECAPP) system. The VFA system considers components of a building and determines the need for replacement based on condition, building code, and life cycle.

This VM study will not review the buildings for their ability to meet 21st century learning practices. A further review of the building with the stakeholders will be required to determine the best solutions to meet program and pedagogical requirements.

INTRODUCTION

EDMONTON PUBLIC SCHOOL BOARD – 2016 VALUE MANAGEMENT ANALYSIS2

Calder K-6 School, serving the area in North Edmonton near 118 Street and 119A Avenue, originally built in 1926 with a major addition in 1970.

Firstly, the school is a 1926 original school with a two storey construction and a major developed basement and other below grade levels. The 1970 addition is primarily a connection to the 1926 school at grade with classrooms, washrooms and a gymnasium. The original school is classically finished with block and brick and the major addition is multi ribbed painted split face block.

The review of architectural systems reveals that the school is maintained very well and the custodial upkeep is excellent. But as all schools of this vintage and their subsequent and the 1999 modernization and 1970 addition, the lifecycle of all major systems is exceeded and replacement/modernization is required.

This modernization includes major architectural systems including exterior envelope, windows, roof (TBD), mechanical delivery systems including heating, plumbing, ventilation and air conditioning, controls and fire protection are in good order and require minor upgrades, electrical systems including distribution, lighting, communications, life safety and security, civil site systems including concrete sidewalk, hard surface asphalt and concrete repair, grading changes for positive drainage, new parking area and refuse collection and a camera survey of the U/G systems to confirm alignment and integrity.

The 1926 original school has undergone a major main floor modernization to the administration and library and some other small areas. The 1970 addition has had no major interior upgrades and is showing it’s vintage.

The interior of the school is dated and would benefit from a modernization. As a result of the fire safety upgrades and code compliance upgrades ceilings, flooring, millwork, and general finished painting, tile and fixturing will be modernized as required.

EXECUTIVE SUMMARY


Further to major systems modernizations Calder School requires major code upgrades including the addition of fire safety sprinkler systems, exiting upgrades, code enhancements; guardrails, handrails, occupant loads, bathroom fixture counts. Lastly, Calder requires modernization of school program to allow for Barrier Free accessibility. Barrier free accessibility can sometimes be grandfathered by the Authority Having Jurisdiction but we would advise EPSB to provide Accessibility to all classrooms, a majority of washrooms, gymnasium and public spaces (areas used by the community). An elevator to the second storey and perhaps the basement level would need to be considered.

As per the submitted cost analysis the estimated cost for modernization including associated soft costs, contingencies and construction is $8,682,958.


The evaluation Team consisted of Architectural, Mechanical, Electrical and Civil Consultants.

• Architecture Tkalcic Bengert - Architectural Eddo Cancian, AAA, MRAIC, B. Arch, MBA Partner

• Arrow Engineering – Mechanical Engineering Carl Oleinyk, LEED AP, BSc, Senior Project Manager

• AECOM Engineering – Electrical Engineering Frank Fithen, Electrical Technologist

• Al -Terra Engineering – Civil Engineering Glen W. Thoman, M. A. Sc, P.Eng., LEED Green Associate Project Manager.

The assessments were completed over a 3 day period. The school staff, Custodian/Facility Staff Member and primarily the Principal(s) were all present and discussions as well as feedback was solicited and proved by EPSB.

The evaluation team was tasked to review and provide an assessment of the school facility as per the guidelines and identified by EPSB. The team was to evaluate the school facility based on a expected life cycle of 30-40 years for all critical systems which include but are not limited to:

• Major envelope; roof, wall, windows

• Mechanical System; major mechanical, plumbing, distribution, supply

• Electrical System; Major electrical, Site supply, MDP, CDP, Fixtures

• Civil System, Site drainage, site civil structures

• Architectural System(s); ceiling, floor, millwork, doors and hardware, finishes

BUILDING ASSESSMENT AND UPGRADES


Further, the primary assessment reviewed the critical requirements of the building facility operations including:

• Critical building code analysis

• City of Edmonton Bylaw requirements

• Barrier Free Requirements.

Lastly, the evaluation team reviewed all current documentation provided by EPSB which included;

• Existing drawings

• RECAPP Report

• FCA; Facility Condition Assessment

The team also used other historical documentation to aid in the evaluation of the school facility as required or was available to review.

The Calder School K-6 Facility was generally in well maintained by school staff there were considerable challenges with major building systems, mechanical and electrical. The building safety systems would require modernization in order to pass current building code requirements; sprinkler systems, exiting. As well Barrier Free upgrades are required but can also be grandfathered to some degree. Further examination of the barrier free recruitments will need to be undertaken in order to establish a specifics scope of work. Architectural systems are showing their age and as a result of the major code modernization requirements, classrooms finishes would need to be completed including ceilings, floors doors and hardware, washrooms modernization.

As an overarching note, all wired glass must be replaced.


A) BUILDING COMPONENTS

• This school for Grades K through 6 was originally built in Edmonton in 1926.

• 1926 – 2,327.7m2

• 1935 - addition 298m2

• 1950 – 749.1m2

• 1970 – 842.1m2

4,217m2 Total Area

Renovations

• 1998 - roof replacement of 1926,35,50 section

• 1999 – interior modernization

B) GENERAL DESCRIPTION

• The school is fronted on 118 Street to the East and 119A Avenue to the South

• The school is on a large parcel of land with complementary uses; Calder Community Park, Keyano Park, St. Edmund Catholic School, Calder Seniors Drop In Centre, parks, play fields etc.

• There is a parking lot on 119A Avenue access to the South of the School.

C) EXISTING CONDITION SUMMARY AND REQUIRED UPGRADES

• Please see Facility Evaluation Template (Architectural, Mechanical, Electrical and Civil - Appendix 1)

D) RECOMMENDATIONS



E) BUILDING CODE REVIEW REQUIREMENT AND REQUIRED UPGRADE


F) COSTING ANALYSIS SUMMARY

• Please see Costing Summary (Appendix 3)

APPENDICES

APPENDIX 1 BUILDING ASSESSMENTS

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FACILITY EVALUATION TEMPLATE - ARCHITECTURE

SITE NAME:Calder Elementary School Site

BUILDING NAME:Calder Elementary School

Evaluation Date:April 11, 2016

Evaluated By:Architecture|Tkalcic Bengert

Notes:Four ratings are listed

• 1 = Critical: Unsafe, high risk of injury or system failure.

• 2 = Operating at minimum capacity. Significant deficiencies. Above average operating maintenance costs.

• 3 = Reached end of life cycle. Still operating adequately.

• 4 = as new, state of the art meets present and foreseeable requirements.

System Description Recommended Action Concerns

QTY/Area

Rating

BUILDING GENERAL SUMMARY

• This school for Grades K through 6 was originally built in Edmonton in 1926.

• The school faces three streets -118 Street on the East, 129A Avenue on the South and 119 Street on the West. There is a small portion of the site which fronts 130 Avenue as well to the North East near St Edmund School

• 1926 – 2,327.7m2

• 1935 - addition 298m2

• 1950 – 749.1m2

• 1970 – 842.1m2

• 4,217m2 Total AreaRenovations• 1998 - roof replacement of

1926,35,50 section• 1999 – interior modernization

• Overall the school is being well maintained and custodial staff are on top of many of the finish materials of the school

• 15 - Typical classrooms.• 1 - multipurpose room• 1 - Art Room / Multi purpose• 1 - Library• 1- Art Classroom • 1 -Music Room• Gymnasium with a formal

Proscenium• Administration general office area.• Teachers Lounge/Staff Room• Teachers work Room• Custodial spaces• Mechanical and electrical spaces• Server/Communications Space

BUILDING SITE SUMMARY

• The school is fronted on 118 Street to the East and 119A Avenue to the South

• The school is on a large parcel of land with complementary uses; Calder Community Park, Keyano Park, St. Edmund Catholic School, Calder Seniors Drop In Centre, parks, play fields etc.

• Site recommendations and concerns will be part of the Civil Assessment.

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QTY/Area

Rating

• There is a parking lot on 119AAvenue access to the South of the School.

• The Site has fully mature landscaping throughout.

• There is an adjacent playground and large hard surface area to the West.

STRUCTURE SUMMARY

• Structure was not included as a formal assessment.

• Architectural review of structure is observational only.

• 1926 – Concrete strip footings at perimeter walls and interior columns

• Concrete Slab on Grade• Brick wall foundations.• Reinforced Concrete Columns

and Beams• Reinforced concrete roof deck

on concrete beams and columns

• Walls are load bearing masonry

• 1935 - Concrete strip footings at perimeter walls and interior columns

• Concrete Slab on Grade• Brick wall foundations.• Reinforced Concrete Columns




• 1950 - Concrete strip footings at perimeter walls and interior columns

• Concrete Slab on Grade• Concrete wall foundations.• Reinforced Concrete Columns




• 1970 – Concrete strip foundations and concrete foundation walls.

• Concrete Slab on Grade

• Observations ONLY – There are foundation leaking issues with the Brick foundation walls.

• There is significant mechanical and physical damage to the load bearing brick walls at the entry, exits and connections to 1970 addition.

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QTY/Area

Rating

• Nominal concrete block load bearing walls.

• Metal roof deck on OWSJ on load bearing concrete block and steel columns and beams.

BUILDING ENVELOPE SUMMARY

Roofing • 1926– Original 2 ply roof membrane was replaced in 1998-99 to an SBS system

• 1935 - Original 2 ply roof membrane was replaced in 1998-99 to an SBS system

• 1950 - Original 2 ply roof membrane was replaced in 1998-99 to an SBS system

• ARCA Roofing evaluation is advised to be undertaken.

• Observations indicate that there is discoloration of the roofing membranes signifying ponding of water.

• Overall roof drainage should be review for code compliance.

• Parapet and cap flashing is acceptable condition.

2

Exterior Walls • 1926 – Load bearing solid brick masonry. No VB observed other than interior painted finish.

• 1935 - Load bearing solid brick masonry. No VB observed other than interior painted finish.

• 1950 - Load bearing solid brick masonry. No VB observed other than interior painted finish.

• 1970 – single with nominal concrete block and ribbed split face concrete block.

• Interior painted drywall furred out at exterior wall.

• Exterior walls have performed as per life cycle expectation.

• This technical application form 1958 and 1963 has limited energy performance but replacement of the exterior finishes and technical design to current energy model standards is very costly.

• There are some cracking observations found in the mortar lines of the masonry units.

• There is some physical damage observed in the masonry units as well

• Recommendations repair damaged masonry units.

• Repair mortar cracking in areas as required.

• There is some graffiti noted. Anti graffiti coating is recommended.

3

Windows • Above the base band of masonry strip glazing between columns is used.

• Glazing was modernized in 2003 and replaced with PVC.

• Glazing sill is painted rowlock masonry course with no thermal integrity.

• Some glazing; parks side, has diamond mesh grills for impact protection.

• Clerestory glazing at gymnasium is covered with metal cladding.

• Windows have been replaced in 2003 with PVC.

• Windows are performing based on PVC thresholds.

• Thermal tie to existing unit concrete block sills is lacking.

• Clerestory glazing in gymnasium is covered with metal cladding

• No recommendations.

3

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QTY/Area

Rating

Soffits • Soffits are painted wood. • We cannot determine if the soffit space is completely cold.

• There are no visible signs of staining or freeze thaw cycle.

• Remove and review envelope connection from walls to roof.

3

Flashings • Metal flashing is predominantflashing finish.

• Flashing appear to be in good condition.

• No action required.

3

Exterior Doors/Openings • Exterior doors are painted steel doors and frames with panic hardware.

• Main entry has significant wired glazing and interior vestibule.

• East exit doors has no vestibule.

• All exit doors have panic hardware.

• Exterior doors are painted painted metal doors

• Some openings; have been covered by painted plywood at exits.

• Mechanical openings are painted or galvanized metal.

• Exit doors have appropriate panic hardware.

• Any exterior door/side light with wired glass is recommended to be replaced.

3

BUILDING INTERIOR SUMMARY

Common Space - Interior Walls

• Interior demising walls are painted concrete block.

• Administration area has painted drywall partitions and wall paper finishes as well.

• 1958 - corridor demising walls have glass tile above the block line at ~ 6'-8" to allow natural daylight to the corridors form the classrooms.

• It was observed that there are significant cracks in the mortar beds of the masonry walls.

• Recommendation to repair cracks.

• Mortar beds are to be replaced or repaired as required.

3

Common Space-Flooring

• Flooring in corridors is noted as 12 x 12 VCT tiles.

• VCT tile has a main field with VCT tile border.

• Most corridor tiles are in acceptable condition.

• Recommendation is to replace all tiles to resilient sheet goods products.

3

Common Space - Ceilings

• Suspended cloud ~ 24" below roof deck down centreline of corridor with 24" open ceiling to U/S or roof deck.

• 12 x 12 acoustical perforated tile glued to framed cloud

• Luminaries are surface mounted.

• Replace 12 x 12 acoustical ceiling tile.

• Review if glue has hazardous qualities.

3

Common Space - Doors

• Doors in common space are painted wood doors.

• Recommend to replace all wired glass door inserts in all fire

2

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QTY/Area

Rating

• Hardware is observed to be original.

• Fire separation doors have wired glass inserts.

• Original closers were observed.

separation doors and interior main door vestibule.

• Door hardware is not barrier free and should be replaced IF the access is barrier free designed.

• Replace all hardware

Typical Classroom – General

• General observation is that typical classrooms have VCT tile floors and resilient sheet good flooring.

• Millwork on the exterior wall below the window line.

• Unit ventilators in each classroom.

• There are coat hooks in most classrooms at the class to corridor demising walls.

• Most classrooms have a small millwork line up with a single use sink.

• Most classrooms have exposed mechanical; ducts, plumbing lines, etc.

• Most classrooms have hung lighting.

Typical Classroom – Flooring

• It was observed that classrooms have resilient sheet good flooring and some VCT tiles.

• It is recommended that the resilient flooring continue maintenance and VCT tile areas are replaced with Resilient floor.

3

Typical Classroom – Ceilings

• Observed that ceilings are exposed roof deck

• 1958 - Y Tong concrete planks• 1963 - T and G painted wood

deck• Glulam beams painted or

stained.• Luminaries are hung from roof

deck.

• Replace ceilings with acoustical ceilings grid and tile.

3

Typical Classroom - Entry

• Classroom entry is painted wooden door with glazed side light.

• Original Hardware• Entry width may be barrier free

accessible.• Hardware is not barrier free

accessible.

• Replace wooden door.• Remove all wired side light

glazing• Replace all hardware

2

Gymnasium –

Flooring • Flooring is sheet vinyl flooring.• Confirmation required to prove

that it is sports resilient flooring.• Sheet good flooring was

finished in 1999.

• Replace flooring to allow for a sport floor finish.

• It is not confirmed if the floor is sprung.

• Flooring should be replaced to allow for impact resistant flooring or a sprung system.

2

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QTY/Area

Rating

Gymnasium – FFE • Current basket ball backstops are not adjustable; fixed in place

• Proscenium is not barrier free accessible

• Replace backstops to allow for adjustment.

• Add barrier free accessibility to proscenium.

2

Gymnasium – Ceiling

• Painted concrete Y Tong panels.

• Glulam beams stained.

• No recommendations 3

Art Room – Flooring • 12 x 12 VCT tile • It is recommended that the VCT

tiles be replaced with Sheet good flooring products.

3

Art Room – Ceiling • Painted concrete Y Tong panels.



3

Art Room – Millwork • Millwork is a full kitchen in the area that is used for art storage.

• No Recommendations 3

Music Room –

Flooring • Carpeted floor to provide

additional acoustical properties• 3 musical risers are in the floor

space

• Replacement of the flooring to tile product or new acoustical flooring for music rooms.

2

Music Room – Ceilings

• Painted concrete Y Tong panels.



• No acoustical treatment in the current room.

3

Library – flooring • Library is the combination of

two typical classrooms.• Carpet

• Replace Carpet 3

Library - ceiling • Painted T and G Wood deck • Replace ceilings with acoustical ceilings grid and tile.

Washrooms -

Flooring • Predominantly terrazzo flooring

with some accent Hexagonal mosaic tiles


Washroom – Walls • Glazed concrete block and painted concrete block

• Bulkhead painted drywall.


Washroom – Ceiling • Painted Gypsum board • No recommendations 3

Washroom Partitions

• Existing metal partitions • Floor mounted partitions are in acceptable condition and are original.

3

BUILDING CODE• ABC Group A Division 2 -

School.• 1958 original building & 1963

additions are single storey,• Combustible & non-combustible

construction.• Not sprinklered.

• Code compliance can be grandfathered.

• Addition of sprinklers is not mandatory but would alleviate and additions completed to the school if it is determined that it should be modernized.

BARRIER FREE

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QTY/Area

Rating

• Auto door opener are provide in some areas

• Ramps have been provided at exits.

• Stage is not wheelchair accessible.

• A Washroom has barrier free provisioning within the washroom but access to the washroom may not be barrier free accessible.

• Door hardware - locksets / latch sets have round knobs and are no barrier free accessible

• Recommendations to provide a complete barrier free accessible facility.

HAZARDOUS MATERIALS

• Refer to HAZMAT Report • Refer to HAZMAT Report

Plumbing SystemsPlumbing Systems are generally in acceptable condition. A failure on the DHWR piping resulted in water damage to the pipe chase and possibly crawlspace. The DHWR piping should be inspected throughout. Piping insulation in the crawlspace should be inspected for asbestos. A backflow prevention device should be provided on the domestic service. A video camera inspection of the underground sanitary piping should be conducted.

Heating SystemThe boiler system installed in 1999 is in acceptable condition. The anticipated life span will not be adequate for a renovation/expansion.

Ventilation and Air ConditioningThe air handling units installed in 1999 are in acceptable condition. Provide split AC unit with rooftop condenser for the Server Room. Two (2) exhaust fans have reached end of life cycle and should be replaced. Humidification should be added to all air systems.

Building System ControlsA Reliable DDC system monitors all major equipment including the boiler plant and air handling systems and is in acceptable condition. The existing pneumatic system should be removed and the pneumatic devices should be replaced with new DDC devices.

Fire Protection SystemsFire extinguishers in cabinets or wall hung and fire hose cabinets are located throughout the school. They are regularly inspected. A new wet protection system should be installed for a major renovation/expansion

MECHANICAL SUMMARY

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FACILITY EVALUATION TEMPLATE - MECHANICAL




Evaluated By:AECOM







QTY/Area

Rating

Section: Plumbing Systems

Plumbing Fixtures

• Water closets are floor mounted flush valve in public washrooms and floor mounted tank type in staff washrooms.

• Urinals are floor mounted flush valve.

• Lavatories are countertop stainless steel with metering valves or ribbed handles.

• Classroom sinks are stainless steel countertop with bubblers and various trim as replacements occur. Stainless steel countertop sinks are located in ancillary areas.

• Drinking fountains are wall hung vitreous china.

• Janitor sinks are plastic.

• Water closets, urinals, lavatories, sinks and drinking fountains are in acceptable condition.

• Review for ADA fixture requirements should be completed for any expansion.

• Janitor sinks should be replaced with floor mounted terrazzo units.

3

Domestic Water Piping, Valves and Insulation

• An insulated copper piping system with valves runs throughout the school to serve plumbing fixtures and exterior hose bibbs.

• The domestic piping system is in acceptable condition.

• A recent failure on the DHWR piping resulted in water damage to the pipe chase and possibly crawlspace. Piping insulation in the crawlspace should be inspected for asbestos.

4

1

Domestic Hot Water • Two (2) State water heaters installed in 1999 are located in the basement Boiler Room.

• The water heaters are in acceptable condition.

4

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QTY/Area

Rating

Sanitary and Vent Piping System

• A cast iron and copper piping system for the sanitary and plumbing vents serves the school.

• The sanitary and vent systems are in acceptable condition.

• The systems run within the crawlspace and insulation should be inspected for asbestos.

• A video camera inspection of the underground sanitary piping should be conducted.

4

1

Storm Piping System • Dome roof drains convey roof storm water via cast iron piping to an underground storm collection service.

• The storm system is in acceptable condition.

• The system runs within the crawlspace and insulation should be inspected for asbestos.

4

1

Domestic Water Service • A 3” water service and meter with backflow preventer is located in the basement Boiler Room. The service provides water to plumbing fixtures, the boiler make-up and fire hose cabinets. The domestic service does not include a backflow prevention device.

• The meter is in acceptable condition.

• A backflow prevention device should be provided on the domestic service.

• The system runs within the crawlspace and insulation should be inspected for asbestos.

• A new service would be installed should a wet fire protection system be required for an expansion.

4

3

1

Natural Gas Service • An exterior gas meter with enclosure provides gas to the building heating appliances.

• The meter and distribution is in acceptable condition.

• A new gas service, meter, enclosure and piping should be installed if an expansion is undertaken.

4

Section: Heating

Heating Plant

• Two (2) Raypak hot water heating boilers installed in 1999, pumps, expansion tanks, flues, combustion air and accessories are located in the basement Boiler Room.

• A glycol system complete with heat exchanger, tanks and pumps installed in 1999 provides glycol for the AHU1 coil.

• The boiler system and glycol system are in acceptable condition. The anticipated life span will not be adequate for a renovation/expansion. They are not sufficiently sized to handle new loads (e.g. new radiation for the gym).

• A new boiler plant including boilers, pumps, expansion tanks, flues, piping, combustion air and controls should be provided.

3

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QTY/Area

Rating

Terminal Heating Units and Distribution System

• Heating piping installed in 1999 runs through ceiling spaces to perimeter radiation in classrooms, duct reheat coils, cabinet unit heaters at entrances and unit heaters in the basement Boiler Room. The Gym AHU2 is supplied with hot water coils.

• Piping and terminal units are in acceptable condition.

4

Section: Ventilation and Air Conditioning

Air Handling Units

• A built-up York air handler installed in 1999 is located in the Basement Fan Room and serves classrooms, ancillary spaces and administration areas via a mixed air low velocity overhead systems.

• A built-up McQuay air handler installed in 1999 is located in a mezzanine fan room adjacent to the stage and serves the gym and stage via a mixed air low velocity overhead system.

• The air handling units are in acceptable condition. The anticipated life span will not be adequate for a renovation/expansion.

• Replace two (2) indoor air handling units.

• Provide split AC unit with rooftop condenser for the Server Room.

3

Duct Distribution, Grilles and Inlet/Outlets

• Galvanized ductwork distributes air to classrooms and administration through sidewall or ceiling supply and return grilles. The gymnasium is served via exposed high level ductwork. Exhaust is via ceiling grilles.

• Duct distribution and grilles are in acceptable condition.

3

Exhaust Fans • Roof mounted aluminum dome fans and fans within the ceiling space provide exhaust from washrooms and ancillary spaces. All but two (2) fans were installed in 1999.

• The exhaust fans are in acceptable condition. The anticipated life span will not be adequate for a renovation/expansion.

• Replace fourteen (14) exhaust fans.

3

Humidification • The building systems are not provided with humidification.

• Humidification should be added to all both air systems complete with associated gas-fired humidifiers, steam grids, piping and controls.

N/A

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QTY/Area

Rating

Section: Building System Controls

Energy Management Control Systems (EMCS)

• A Reliable DDC system monitors all major equipment including the boiler plant and air handling systems.

• Two (2) air compressors and a dryer in the Boiler Room provide compressed air to pneumatic devices located in classrooms, administration and ancillary areas.

• The DDC system is in acceptable condition. The anticipated life span will not be adequate for a renovation/expansion.

• The existing pneumatic system should be removed and the pneumatic devices should be replaced with new DDC devices.

3

N/A

Section: Fire Protection Systems

Wet Protection Systems

• The building is provided with fire hose cabinets.

• The fire hose cabinets are in acceptable condition.

• A new wet protection system including a new incoming water service, sprinkler tree, valves, backflow prevention, sprinkler piping, sprinkler heads and alarms should be installed for a major renovation/expansion.

3

N/A

Fire Extinguishers and Cabinets

• Fire extinguishers in cabinets or wall hung are located throughout the school. They are regularly inspected.

• Fire extinguishers are in acceptable condition.

• Wall hung extinguishers in public areas should be provided with recessed or semi-recessed cabinets to avoid accidental activation or damage.

4

N/A

Electrical distribution – system consists of 800A 120/208V 4 wire main distribution panel, branch circuit panels, motor starters, and branch wiring. Main distribution equipment and branch circuit panelboards were installed in 1999. Some elements of the mechanical control equipment in the gymnasium should be considered for life cycle replacement due to age. In general terms there are no concerns regarding the electrical power distribution and control systems in the school. There appears to be ample capacity and space for current on possible future requirements.

Lighting System – The lighting systems in use at the school consist of primarily of interior fluorescent fixtures and exterior HID luminaires. The majority of the fluorescent fixtures are new to 1999 or 2007 and feature T8 lamps and electronic ballasts. Control of the interior lighting is provided by local manually operated line or low voltage switches. The exterior lighting is controlled by a photocell sensor with a manual override switch. In general, the lighting systems are in good condition. Consideration should be given to improve the controllability of the fixtures through the introduction of automatic lighting controls to the normally occupied areas of the school.

Communications systems – Communications hardware in the school consists of newer equipment and peripherals. The head end for the sound and voice systems is of 1999 vintage and there are no concerns as it meets the current operational program of the school. The network and cabling infrastructure is new to 1999 and rated Category 5. There are no concerns with its performance.

Life Safety System – The 1999 vintage addressable fire alarm system, battery operated emergency lighting and exit signage equipment installed at the school appears to be serving the needs of the school and there are no concerns with its performance or reliability.

Security system – The perimeter security system is new to 2000 and there are no concerns with it performance or reliability.

ELECTRICAL SUMMARY

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FACILITY EVALUATION TEMPLATE - ELECTRICAL




Evaluated By:AECOM - Frank Fithen







QTY/Area

Rating

BUILDING ELECTRICAL POWER DISTRIBUTIONService Entry

120/208V 3Ph, 4W service from pad mounted transformer located on West side of property. Utility meter in basement mechanical room.

Underground feeders

No concerns (equipment belongs to EPCOR).

Condition not assessed. Based on a 100 year life cycle, cables have at least 84 years left.

n/a

1

n/a

n/a

Main Distribution Panel

(1999) Cutler Hammer switchboard, 800A, 120/208V, 3Ph, 4W. Has a 800A, NDC-100K main breaker and a distribution section with moulded case breakers feeding the fire alarm panel, eight branch circuit panels and MCC #1. Located in basement boiler room.

Based on a 40 year life cycle, this equipment should be good for another 23 years.

1 4

Electrical Branch Circuit Panelboards

(1999) Cutler Hammer 42-84 circuit panels with copper bussing and bolt –on breakers. Panel MA (located in the telecommunications room) has been provided with Transient Voltage Surge Suppression (TVSS).

No concerns. 8 4

Motor Control Centres(MCC)

MCC #1 is a Cutler Hammer Freedom 2100 Series MCC located in the basement mechanical room. It is rated at 208V and has a total of 9 motor starters.

No concerns. 1 4

Motor Starters and Accessories

(1999) Cutler Hammer motor rated starter switches have been provided for fractional horsepower motor loads.

(1971) Cutler Hammer combination type

No concerns. 10 4

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QTY/Area

Rating

motor starters located in the upper level gymnasium mechanical room. Motor rated starter switches have been provided for fractional horsepower motor loads.

Equipment has exceeded expected service life and should be replaced. Replacement parts are no longer readily available.

9 2

Electrical Branch Wiring

(1999) The majority of the cabling is standard building wire in EMT conduit. Armoured cable has been provided, in selected locations, for final connections to mechanical and miscellaneous equipment. Cable trays have been provided for data and communications system wiring (main corridors - main and 2nd floors).

No concerns. 1 4

LIGHTINGInterior Incandescent Fixtures

There is very little incandescent lighting in the building. Incandescent fixtures have been installed in the mechanical room office and in a storage room on the second floor.

Fixtures are not energy efficient.

1 3

Interior Fluorescent Fixtures

(2007) Motion sensor controlled T5 fluorescent fixtures were installed in the gymnasium.

(1999) The fluorescent lighting fixtures within the school were retrofitted withT8 lamps and electronic ballasts. The typical classroom lighting fixtures are suspended T8 linear fluorescent fixtures with a direct and indirect lighting component. T8 fluorescent strip lighting fixtures have been installed in the basement mechanical room. Recessed 305mm X 1220mm T8 fluorescent fixtures have been installed in the main corridors and some rooms on the main floor. Compact fluorescent downlights have been provided in an alcove off of the 2nd floor corridor.

No concerns. Equipment should have a minimum of 21years left.

No concerns. Equipment should have a minimum of 13 years left.

1

3816

4

4

Exterior High Pressure Sodium Fixtures

(1999) H.P.S wallpack and wall sconce fixtures have been provided on the exterior walls of the building. TwoVictorian style wall sconces (retrofitted with HPS lamps) have been installed at the main building entrance.

No concerns. 1 4

Lighting Accessories: Interior

(1999) Lighting is typically controlled by individual 120V switches within the individual rooms. The corridor lights are controlled by 2 line voltage switches in the Admin office.

Outdated, non-energy efficient method of control.

1 4

Lighting Accessories: Exterior

(1999) The exterior lighting fixtures are contactor controlled by a photocell with provision for manual override.

No concerns. 1 4

Revised 2016/08/12

- 3 -


QTY/Area

Rating

COMMUNICATIONSPublic Address and Music Systems

(1999) The public address system is a Bogen Multicom 2000 system that is integrated with the telephone system. Speakers are typically surface mounted square units (corridors) or recessed round units (classrooms). The Bogen control unit (c/w TPU-100B amplifier) is located in the telecom room located off of the computer room on the main floor. A separate sound system has been provided for the gymnasium with wall mounted speakers on both sides of the stage. The program bells are initiated from the Bogen P.A. system.

No concerns. 26 4

Telephone Systems (1999) The telephone system is a Nortel Norstar system. Handsets are located in the classrooms and selected areas such as the general office. The main telephone equipment is located in the telecom room located off of the computer room on the main floor. A500VA, 120V UPS has been provided for the telephone system.

No concerns. 1 4

Television Systems (1999) Coaxial cable for television systems has been brought into the school. Splitters have been installed in the telecom room located off of the computer room on the main floor.

No concerns. 1 4

Clock and Program Systems

The clocks in the school are battery and120V operated analogue clocks

GPS system is not functioning. Replace with WIFI clocks.

1 2

Other Communications (2006) FM transmitters and associated speakers have been provided in the classrooms for the voice amplification systems used by the teachers.

No concerns. 1 4

DATA SYSTEMSCables The network wiring within the school is

typically Cat. 5 or better. Supernet has been installed in the school.

No concerns. 1 4

Server Equipment (1999) The data system server is located in the telecom room located off of the computer room on the main floor. The network switches and patch panels are rack mounted.

No concerns 1 4

WIFI Access WIFI access points have been added into each classroom.

No concerns. 1 4

EMERGENCY SYSTEMS Detection and Fire Alarm

(1999) A central microprocessor based, single stage, addressable, supervised, non-coded fire detection and alarm system has been provided within the school. The system consists of pull stations, smoke detectors, heat detectors, audible (bells) and visual

No concerns. 4216 4

Revised 2016/08/12

- 4 -


QTY/Area

Rating

(strobes) signal devices and shutdown interlocks to mechanical air handling systems. The main control panel is an Edwards EST2 panel, located in the administration office with an alphanumeric annunciator and passive graphic located at the main entrance lobby.

Emergency Lighting Battery Packs

(1999) The emergency lighting in the building is provided by battery powered emergency lighting units and remote heads. The emergency lighting heads are enclosed within Lexan cubes.

No concerns. 10 3

Exit Signs (1999) The exit signs are typically installed at building exits and along egress routes. The exit signs are metal, stencil faced exit signs with LED lamps.

No concerns. 1 4

SECURITYIntrusion Detection (1996) The Magnum Alert security

system panel is located in the telecom room located off of the computer room on the main floor. Security system keypads are located at the basement mechanical room exit, in the main floor computer room and electrical room 44 (gymnasium wing). PIR motion detectors have been provided throughout the school. Door contacts have been installed on exterior doors.

No concerns. 20 3

OTHERResidential Equipment The ancillary & staff kitchen area is

equipped with a refrigerator, dishwasher and microwaves.

Equipment is past end of service life. New equipment is more energy efficient.

1 3

Original Overhead Service Connection

Overhead line from south alley to S.E. corner of building is not connected –cable snipped off at building.

Removal of equipment nolonger in service is good practice. If no longer connected could be at risk of falling.

1 1

The school site has road frontage onto 118 Street and a rear lane to the south. The sidewalks in front of the building consist of a separate asphalt walk. There are no curb ramps or sidewalk connections directly to 118 Street at either of the main building entry sidewalks. There are no layby lanes for bus and/or parent parking, but the pavement width does allow for parking on both sides of 118 Street. There is a dedicated bus parking zone on the west side of 118 Street, just north of the school.

There is a staff parking lot along the south side of the school, plus parking in the asphalt play area on the west side of the school, that provide 18 on-site parking stalls, plus two entrances from the rear lane. The parking lot is well graded towards a central catchbasin. The garbage bins are located east of the staff parking lot on a landscaped surface. This will create a maintenance issue, as the front tires of the garbage trucks will create rutting in the landscape area.

The concrete sidewalks provide good access and circulation on the east side of the building and vary in width from 1.2m to 2.5m. The sidewalks are generally in good repair, and the section that leads to the southerly main entrance has recently been replaced.

The play surface on the west and north side of the building is in generally good repair. There is good drainage to a central catchbasin. The asphalt requires crack sealing.

The site grading is in good condition and ensures that surface runoff is generally directed away from the building to the adjacent streets, playing fields or catchbasins. There are some settlements in the landscaping along the east wall of the older school building and in the front yard of the southerly new addition. These concerns are minor and can be dealt with when larger scale improvements are planned.

CIVIL SUMMARY

The building only has two barrier free entrances. If would be advisable to increase the number of barrier free entries, depending on the location of stairs and/or ramps within the building.

The school site is serviced with two sanitary sewer and one watermain connection. A 200mm diameter sanitary service is provided from the rear lane, south of the building. A 250mm diameter sanitary service is provided from the 130 Avenue right-of-way, north of the school. The roof drainage is captured and conveyed to the building sanitary sewer service. A 100mm diameter water service is provided from rear lane and enters the building near the southeast corner of the school. It is unclear how the catchbasins in the staff parking lot and play surface are connected to the adjacent sewers. It is recommended that a camera survey of the sanitary and storm sewers on the property be undertaken to confirm their alignment, integrity and condition.

Revised 2016/08/12

- 1 -

FACILITY EVALUATION TEMPLATE - CIVIL




Evaluated By:Glen Thoman, Al-Terra Engineering Ltd.







QTY/Area

Rating

BUILDING ITEMSite Development

G1031 – Site Grading

The site grading is in good condition and ensures that surface runoff is generally directed away from the building to the adjacent streets, playing fields or catchbasins.

There are three building entrances that are located below grade with steps. Each of the landings have floor drains, but represent a risk for water infiltration into the building.

There are some settlements in the landscaping along the east wall of the original school and in front of the east wall of the newer addition. These concerns are minor and can be dealt with when larger scale improvements are implemented.

3

G2022.02 – Flexible Pavement Roadway (Asphalt)

The public asphalt paved roadwayin front of the school is 118 Street. In addition, the rear of the site is accessed from a paved rear lane north of 129 Avenue.

The primary staff parking lot is located on the south side of the school. The asphalt and concrete curbs are in acceptable condition. There is an asphalt patch in the parking area that is relatively new. There is a catchbasin in the parking area, which is in acceptable condition, and the parking lot has good drainage.

The cracks in the parking lot should be sealed.

Cracksealing

3

Revised 2016/08/12

- 2 -


QTY/Area

Rating

There does not appear to be any dedicated barrier free parking stalls on site.

G2025.01 – Pavement Markings

The staff parking lot stalls and parking area against the west face of the building are painted in yellow, but the lines are largely faded.

Paint new yellow parking stall lines.

18parking stalls

2

G2031.02 – Flexible Pedestrian Pavement (Asphalt)

The area west of the school consists of an asphalt play surface and provides additional staff parking. The play surface connects to the staff parking lot on the south side of the building and wraps around the north side of the building. There is good drainageaway from the building and one catchbasin located in the asphalt. The paved surface exhibits some cracking.

The cracks in the asphalt play surface should be sealed.

Crack sealing

3

G2031.05 – Rigid Pedestrian Pavement (Concrete)

The concrete sidewalks are limited to the east side of the building. The sidewalks are generally in good repair. The 1.8m wide main entry sidewalk to the newer addition has been replaced.

The 1.2m wide sidewalk along the east wall of the newer addition isnarrow, but in good condition.

None. 4

G2033 – Exterior Steps and Ramps

There are nine points of entry to the school. Five entries consist of double door and three entries consist of single doors. The final entry consists of three doors to the gymnasium.

Only two of the double door entries are barrier free. The remaining entries consist of two to seven risers. Three of the building entries are located below grade.

The exterior steps are generally in good repair.

Consideration may be given to an increase in the number of barrier free entries to the school.

3

Revised 2016/08/12

- 3 -


QTY/Area

Rating

G2058.11 – Garbage Disposal

The school has one garbage and one recycle container located at the southeast corner of the staff parking lot.

The containers are located on a landscaped surface.

A proper garbage enclosure, including concrete pad and fencing should be considered.

25m2 of concrete pad

30m of fencing andgates

2

G3011 – Site Potable Water Distribution and Storage

A 100mm diameter water service is provided from rear lane andenters the building near the southeast corner of the school.

None. 3

G3014 – Site Fire Protection Water Distribution

There is one fire hydrant on the west side of 118 Street on the north side of the rear lane nearest the southeast corner of the building.

None. 3

G3021 – Sanitary Sewage Collection

A 200mm diameter sanitary service is provided from the rear lane and is presumed to enter the building near the southeast corner of the school.

A second 250mm diameter sanitary service is provided from the north, although it is unknown if the building is connected to this service.

A camera survey should be completed for both sanitary services to confirm where they connect to the building and if they are connected to the two on-site catchbasins and to confirm the sewer alignment, integrity and condition.

100m 3

G3031 – Storm Water Collection

City records do not indicate a dedicated storm service for the school site, as all of the surrounding mains are combined sewers.

It is assumed that the roof drainage is captured and conveyed to the building sanitary sewer service.

There are two catchbasins, one in the staff parking lot and one in the asphalt play surface. It is unclear how they are connected to the adjacent storm and/or sanitary sewers.

A camera survey should be completed for catchbasins to determine how they are connected and to confirm the sewer alignment, integrity and condition.

In addition, it should be confirmed if the roof drainage system is connected to the sanitary sewer.

Unknown 3

Job #:

Sustainable DevelopmentDrainage Planning & Engineering, Water and Sewer Servicing 5th Floor, 9803 - 102A Avenue NWPhone: 780-496-5444 Fax: 780-496-3629 Dept Contact:

Page 1 of 2April 12, 2016

219365611-001ANDERSEN, GEORGEANNE

WATER AND/OR SEWER SERVICE SUMMARY REPORT* Owner to dig and locate all existing services at property line in order to determine condition and depth *

Property Address and Legal Description: Applicant:

* All water and sewer service information must be confirmed in the field *

12950 - 118 STREET NWPlan 8120576 Blk 9 Lot 8 (Title(s): 812055987A)

Calder937+32-21

THOMAN5307 47 STREETEDMONTON, ALBERTAT6B3T4

AL-TERRA ENGINEERING LTDCell # 780-722-6424

N-11553 Remarks: ; SER#602Application #:

Sanitary Service

Sewer Main Pipe Type:

Invert Elevation at Main (m): Service Extended Into Lot (m):

Trench: Date Constructed:)Easting:

)Easting:

Connected to Main On:Sewer Main Pipe Size (mm):Sewer Main At:Location of Service at Property Line (1):Location of Service at Property Line (2):Location of Junction:Invert Elevation at Property Line (m):Location of Service at Plug:Invert Elevation at Plug (m):Coordinates at Property Line: ( Northing:Coordinates at Main: ( Northing:Proposed Pipe Size (mm):Note:

UNKNOWNRiser Exists (Yes/No):

LANE NORTH OF 129 AVENUE200 TILE

4.88M SOUTH OF NORTH PL OF LANE NORTH OF 129 AVENUE11.89M WEST OF MANHOLE #272783 (Location at Main. Assumed straight in)UNKNOWN

11.89M WEST OF MANHOLE #2727830

SEPARATE TRENCH N Aug 10, 19265939574.721 31416.355

5939571.668 31416.179Proposed Pipe Type:

Status: AS-BUILT Service Pipe Size (mm): 200 Service Pipe Type: TILE Service Pipe Length (m): 3

Water Service

Water Main Pipe Type:

Service Extended Into Lot (m):

Connected To Main On:Water Main Pipe Size (mm):Water Main At:Location of Service at Property Line (1):Location of Service at Property Line (2):Control Valve Location:Mainstop Location:Water Main Invert Depth (m):Location of Service at Plug:

Status:

CC Cutoff (Yes/No):Easting: )Coordinates at Main: ( Northing:Easting: )Coordinates at Valve: ( Northing:

Easting: )Coordinates at Property Line: ( Northing:Date Constructed:Trench:

Note:

AS-BUILT

LANE NORTH OF 129 AVENUE150 CAST IRON

1.22M SOUTH OF NORTH PL OF LANE NORTH OF 129 AVENUE10.67M WEST OF WEST PL OF 118 STREETUNKNOWN

0.30M OUT ON LANE NORTH OF 129 AVENUESTRAIGHT OUT

0UNKNOWN

SEPARATE TRENCH August 16, 19265939574.746 31424.678

5939574.451 31424.6785939573.539 31424.678

; SERVICE RECONNECTED ON 1956-02-07

49.4Service Pipe Length (m):Service Pipe Type: CAST IRONService Pipe Size (mm): 100

Proposed Pipe Size (mm): Proposed Pipe Type:

Job #:

Sustainable DevelopmentDrainage Planning & Engineering, Water and Sewer Servicing 5th Floor, 9803 - 102A Avenue NWPhone: 780-496-5444 Fax: 780-496-3629 Dept Contact:

Page 2 of 2April 12, 2016

219365611-001ANDERSEN, GEORGEANNE

WATER AND/OR SEWER SERVICE SUMMARY REPORT* Owner to dig and locate all existing services at property line in order to determine condition and depth *

Property Address and Legal Description: Applicant:

* All water and sewer service information must be confirmed in the field *

12950 - 118 STREET NWPlan 8120576 Blk 9 Lot 8 (Title(s): 812055987A)

Calder937+32-21

THOMAN5307 47 STREETEDMONTON, ALBERTAT6B3T4

AL-TERRA ENGINEERING LTDCell # 780-722-6424

N-68089 Remarks: ; SER#602Application #:Sanitary Service

Sewer Main Pipe Type:

Invert Elevation at Main (m): Service Extended Into Lot (m):

Trench: Date Constructed:)Easting:

)Easting:

Connected to Main On:Sewer Main Pipe Size (mm):Sewer Main At:Location of Service at Property Line (1):Location of Service at Property Line (2):Location of Junction:Invert Elevation at Property Line (m):Location of Service at Plug:Invert Elevation at Plug (m):Coordinates at Property Line: ( Northing:Coordinates at Main: ( Northing:Proposed Pipe Size (mm):Note:

UNKNOWNRiser Exists (Yes/No):

130 AVENUE600 CONCRETE

0.01M SOUTH OF NORTH PL OF 130 AVENUE45.72M EAST OF EAST PL OF 119 STREETUNKNOWN

45.72M EAST OF EAST PL OF 119 STREET

669.577 0

SEPARATE TRENCH N Aug 09, 19715939780.771 31386.864

5939780.761 31386.864Proposed Pipe Type:

Status: AS-BUILT Service Pipe Size (mm): 250 Service Pipe Type: TILE Service Pipe Length (m): 12.2

drains.dgn 4/12/2016 1:50:52 PM The City provides no warranty for any inaccuracies in the information provided

APPENDIX 2 EXISTING PLANS

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APPENDIX 3 COST SUMMARY

Calder Elementary School CALCULATIONS AND ASSUMPTIONS

PROGRAM AREA (m²) A Demolition B Preservation C New D Modulars E Other Total(B+C+D+E)

Architectural 0 4,217 0 0 0 4,217Mechanical 0 4,217 0 0 0 4,217Electrical 0 4,217 0 0 0 4,217Civil / Site 0 4,217 0 0 0 4,217Modulars 0 0 0 0 0 0Demo - Selective 4,217 0 0 0 0 0

TOTAL : 4,217 4,217 0 0 0 4,217

CAPITAL COST

A DemolitionDemo - Selective 4,217 m² $53.37 $225,053Hazmat - Selective 4,217 m² $35.58 $150,035

A Demolition Net : $375,088

B Preservation/ModernizationArchitectural 4,217 m² $778.21 $3,281,633Mechanical 4,217 m² $444.58 $1,874,730Electrical 4,217 m² $9.34 $39,385Civil / Site 4,217 m² $0.00 $0

B Preservation/Modernization Net : $5,195,748

C New/ExpansionNew Construction 0 m² $0.00 $0

C New/Expansion Net : $0

D Modular'sConstruction 0 m² $0.00 $0

D Modular's Net : $0

E Other $5,570,835GC's & Fee 15.0% $835,625

Other Net : $835,625

Z Contingencies $6,406,460Project 5.0% $320,323Construction 7.0% $448,452Phasing 3.0% $192,194

Z Contingencies Net : $960,969

(A+B+C+D+E+Z) Construction Net : $7,367,429

Soft/Other CostsProject Admin 2.0% $147,349Design Fees 10.0% $736,743Furnishings & Equipment 4.0% $294,697

Soft/Other Net : $1,178,789

SUB-TOTAL $8,546,218

Non-refundable GST 1.60% $136,739CAPITAL COST TOTAL (April 2016 $) $8,682,958

Escalation $0CAPITAL COST TOTAL $8,682,958

Tech-Cost Consultants Ltd.

SITE NAME: Calder Elementary School Site

BUILDING NAME: Calder Elementary School

BUILDING AREA (m2): 4,217 ROOF AREA (m2): 4,217

RatingUpgrade

Replacement Assumed Scope QTY Unit

TCCL

System Description Recommended Action Concerns QTY/Area Rate Sub-Total C t ti

ARCHITECURAL· This school for Grades K through 6 was originally built in Edmonton in 1926.

· Overall the school is being well maintained and custodial staff are on top of many of the finish materials of the school

BUILDING GENERAL SUMMARY

Rating Replacement Cost

Assumed Scope QTY UnitSystem Description Recommended Action Concerns QTY/Area Rate Construction

d o o 9 6 s a a e o op o a y o e s a e a s o e sc oo

· The school faces three streets - 118 Street on the East, 129 a Avenue on the South and 119 Street on the West. There is a small portion of the site which fronts 130 avenue as well to the North East near St Edmund Schoolthe North East near St Edmund School

· 1926 – 2327.7 m2 · 15 - Typical classrooms.· 1935 - addition 298 m2 · 1 - multipurpose room· 1950 – 749.1 m2 · 1 - Art Room / Multi purpose

1970 842 1 m2 1 Library See details below· 1970 – 842.1 m2 · 1 - Library· 4217 m2 Total Area · 1- Art Classroom Renovations · 1 -Music Room· 1998 - roof replacement of 1926,35,50 section · Gymnasium with a formal Proscenium· 1999 – interior modernization · Administration general office area

See details below

1999 – interior modernization Administration general office area.· Teachers Lounge/Staff Room· Teachers work Room· Custodial spaces· Mechanical and electrical spaces Mechanical and electrical spaces· Server/Communications Space

· The school is fronted on 118 street to the East and 119 a avenue to the South· The school is on a large parcel of land with

BUILDING SITE SUMMARY · Site recommendations and concerns will be part of the Civil Assessment.

complementary uses; Calder Community Park, Keyano Park, St. Edmund Catholic School, Calder Seniors Drop In Centre, parks, play fields etc.· There is a parking lot on 119 a avenue access to the South of the School..

see Civil details below

· The Site has fully mature landscaping throughout.· There is an adjacent playground and large hard surface area to the West.· Structure was not included as a formal assessment. · Observations ONLY – There are foundation leaking

issues with the Brick foundation wallsSTRUCTURE SUMMARY

issues with the Brick foundation walls.· Architectural review of structure is observational only.

· There is significant mechanical and physical damage to the load bearing brick walls at the entry, exits and connections to 1970 addition.

· 1926 – Concrete strip footings at perimeter walls and i t i linterior columns· Concrete Slab on Grade· Brick wall foundations.· Reinforced Concrete Columns and Beams· Reinforced concrete roof deck on concrete beams and Reinforced concrete roof deck on concrete beams and columns· Walls are load bearing masonry

· 1935 - Concrete strip footings at perimeter walls and interior columns· Concrete Slab on Grade· Brick wall foundations.· Reinforced Concrete Columns and Beams

Reinforced concrete roof deck on concrete beams and $1 041 000 R i B i k F d ti W ll 4 217 m2 $247 $1 040 520· Reinforced concrete roof deck on concrete beams and columns· Walls are load bearing masonry

· 1950 - Concrete strip footings at perimeter walls and

$1,041,000 Repair Brick Foundation Walls 4,217 GFA $247 $1,040,520

p g pinterior columns

Page 1 of 8

RatingUpgrade

Replacement Cost

Assumed Scope QTY Unit

TCCL

System Description Recommended Action Concerns QTY/Area Rate Sub-Total Construction

· Concrete Slab on Grade· Concrete wall foundations.· Reinforced Concrete Columns and Beams· Reinforced concrete roof deck on concrete beams and columns· Walls are load bearing masonry

· 1970 – Concrete strip foundations and concrete f d ti llfoundation walls.· Concrete Slab on Grade· Nominal concrete block load bearing walls.· Metal roof deck on OWSJ on load bearing concrete block and steel columns and beams.

BUILDING ENVELOPE SUMMARY· 1926– Original 2 ply roof membrane was replaced in 1998-99 to an SBS system

· ARCA Roofing evaluation is advised to be undertaken .

Ob ti i di t th t th i di l ti f th

Roofing 2See details below

· Observations indicate that there is discoloration of the roofing membranes signifying ponding of water.

· 1935 - Original 2 ply roof membrane was replaced in 1998-99 to an SBS system

· Overall roof drainage should be review for code compliance.· Parapet and cap flashing is acceptable condition.

$818,000 Re-roof (if required) 4,217 m2 $194 $817,551

· 1950 - Original 2 ply roof membrane was replaced in 1998-99 to an SBS system· 1926 – Load bearing solid brick masonry. No VB observed other than interior painted finish.

· Exterior walls have performed as per life cycle expectation. $138,000 Selective repairs

(allow 10% GFA) 422 m2GFA $328 $138,241

Exterior Walls 3

· 1935 - Load bearing solid brick masonry. No VB observed other than interior painted finish.

· This technical application form 1958 and 1963 has limited energy performance but replacement of the exterior finishes and technical design to current energy model standards is very costly.

$0 Included above in slecetive repairs 0 $0 $0

· 1950 - Load bearing solid brick masonry. No VB observed other than interior painted finish.

· There are some cracking observations found in the mortar lines of the masonry units. $0 Included above in slecetive

repairs 0 $0 $0

· 1970 – single with nominal concrete block and ribbed split face concrete block.

· There is some physical damage observed in the masonry units as well $42,000 Selective repairs

(allow 10% GFA) 422 m2GFA $100 $42,169

· Interior painted drywall furred out at exterior wall. · Recommendations repair damaged masonry units.· Repair mortar cracking in areas as required. $136,000 Selective repairs 1,360 m2 $100 $136,000· There is some graffiti noted. Anti graffiti coating is recommended. $0 Included above in slecetive

repairs 0 $0 $0

Ab h b b d f i l i b Wi d h b l d i 2003 i h PVC 3

(allow 10% GFA) GFA

· Above the base band of masonry strip glazing between columns is used.

· Windows have been replaced in 2003 with PVC. $0 No scope required 0 $0 $0

· Glazing was modernized in 2003 and replaced with PVC.

· Windows are performing based on PVC thresholds. $0 No scope required 0 $0 $0

· Glazing sill is painted rowlock masonry course with no · Thermal tie to existing unit concrete block sills is lacking. $11 000 Selective repairs 4 217 m2 $2 50 $10 542

Windows 3

thermal integrity. $11,000 Selective repairs 4,217 GFA $2.50 $10,542

· Some glazing; parks side, has diamond mesh grills for impact protection.

· Clerestory glazing in gymnasium is covered with metal cladding $70,000 Replace clerestory windows 70 m2 $1,000 $70,000

· Clerestory glazing at gymnasium is covered with metal cladding.

· No recommendations.g

· We cannot determine if the soffit space is completely cold.· There are no visible signs of staining or freeze thaw cycle.· Remove and review envelope connection from walls to

Soffits · Soffits are painted wood. 3

$0 No scope required

Remove and review envelope connection from walls to roof.· Flashing appear to be in good condition.· No action required.

· Exterior doors are painted steel doors and frames with · Exit doors have appropriate panic hardware.

Flashings · Metal flashing is predominant flashing finish. 3

Exterior Doors/Openings 3


panic hardware.· Main entry has significant wired glazing and interior vestibule.

· Any exterior door/side light with wired glass is recommended to be replaced.

· East exit doors has no vestibule.· All exit doors have panic hardware. $55 000 Replace exterior doors 4 217 m2 $13 $54 503 All exit doors have panic hardware.· Exterior doors are painted painted metal doors

$55,000 Replace exterior doors 4,217 GFA $13 $54,503

Page 2 of 8

RatingUpgrade

Replacement Cost


TCCL


· Some openings; have been covered by painted plywood at exits.· Mechanical openings are painted or galvanized metal.

BUILDING INTERIOR SUMMARYBUILDING INTERIOR SUMMARY· Interior demising walls are painted concrete block. · It was observed that there are significant cracks in the

mortar beds of the masonry walls.· Administration area has painted drywall partitions and wall paper finishes as well.

· Recommendation to repair cracks.

Common Space ‐ Interior Walls 3

$173,000 Replace wall finishes in all areas 4,217 m2GFA $41 $173,420p p

· 1958 - corridor demising walls have glass tile above the block line at ~ 6'-8" to allow natural daylight to the corridors form the classrooms.

· Mortar beds are to be replaced or repaired as required.

· Flooring in corridors is noted as 12 x 12 VCT tiles. · Most corridor tiles are in acceptable condition.· VCT tile has a main field with VCT tile border · Recommendation is to replace all tiles to resilient sheet

Common Space‐Flooring 3$257 653$258 000 Replace flooring in all areas 4 217 m2 $61

p GFA

· VCT tile has a main field with VCT tile border. · Recommendation is to replace all tiles to resilient sheet goods products.

· Suspended cloud ~ 24" below roof deck down centreline of corridor with 24" open ceiling to U/S or roof deck.

· replace 12 x 12 acoustical ceiling tile.

12 12 ti l f t d til l d t f d l d R i if l h h d liti

Common Space ‐ Ceilings 3

$257,653$258,000 Replace flooring in all areas 4,217 GFA $61

$213 000 Replace ceiling finishes 4 217 m2 $51 $213 059· 12 x 12 acoustical perforated tile glued to framed cloud · Review if glue has hazardous qualities.

· Luminaries are surface mounted.· Doors in common space are painted wood doors. · Recommend to replace all wired glass door inserts in all

fire separation doors and interior main door vestibule.Common Space ‐ Doors 2

$213,000 Replace ceiling finishes 4,217 GFA $51 $213,059

e sepa at o doo s a d te o a doo est bu e· Hardware is observed to be original. · Door hardware is not barrier free and should be replaced

IF the access is barrier free designed.· Fire separation doors have wired glass inserts. · Replace all hardware· Original closers were observed.

G C

$134,000 Replace all interior doors 4,217 m2 $32 $133,781

· General observation is that typical classrooms have VCT tile floors and resilient sheet good flooring.· millwork on the exterior wall below the window line.· Unit ventilators in each classroom.· There are coat hooks in most classrooms at the class to

Typical Classroom – General

There are coat hooks in most classrooms at the class to corridor demising walls.· Most classrooms have a small millwork line up with a single use sink.· Most classrooms have exposed mechanical; ducts, l bi li t

See details below

plumbing lines, etc.· Most classrooms have hung lighting.

Typical Classroom – Flooring · It was observed that classrooms have resilient sheet good flooring and some VCT tiles.

· It is recommended that the resilient flooring continue maintenance and VCT tile areas are replaced with Resilient floor.

3$0 Included in Flooring Replacement

· Observed that ceilings are exposed roof deck

· 1958 - Y Tong concrete planks· 1963 - T and G painted wood deck

Gl l b i t d t i d

Typical Classroom – Ceilings · Replace ceilings with acoustical ceilings grid and tile. 3

$0 Included in ceiling replacement

· Glulam beams painted or stained.· Luminaries are hung from roof deck.· Classroom entry is painted wooden door with glazed side light.

· Replace wooden door.

· Original Hardware · Remove all wired side light glazing

Typical Classroom ‐ Entry 2

Original Hardware Remove all wired side light glazing· Entry width may be barrier free accessible. · Replace all hardware· Hardware is not barrier free accessible.

· Flooring is sheet vinyl flooring. · Replace flooring to allow for a sport floor finish.Gymnasium – Flooring 2

$0 Included in Door Replacement

Flooring is sheet vinyl flooring. Replace flooring to allow for a sport floor finish.

· Confirmation required to prove that it is sports resilient flooring.

· It is not confirmed if the floor is sprung.

· Sheet good flooring was finished in 1999. · Flooring should be replaced to allow for impact resistant flooring or a sprung system

Gymnasium Flooring 2

$0 Included in Flooring Replacement

flooring or a sprung system.· Current basket ball backstops are not adjustable; fixed in place

· Replace backstops to allow for adjustment. $0 Included in FFE Allowance on shown on summary page

· Proscenium is not barrier free accessible · Add barrier free accessibility to proscenium. $0 Included in Barrier Free· Painted concrete Y Tong panels.Gymnasium – Ceiling · No recommendations 3

Gymnasium – FFE 2

$0 Included in Ceiling Replacement

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· Glulam beams stained.Art Room – Flooring · 12 x 12 VCT tile · It is recommended that the VCT tiles be replaced with

Sheet good flooring products.3 $0 Included in Flooring Replacement

· Painted concrete Y Tong panels.Art Room – Ceiling · Replace ceilings with acoustical ceilings grid and tile. 3

· Glulam beams stained.Art Room – Millwork · Millwork is a full kitchen in the area that is used for art

storage.· No Recommendations 3 $0 No scope required

· Carpeted floor to provide additional acoustical propertiesMusic Room – Flooring · Replacement of the flooring to tile product or new 2

$0 Included in Ceiling Replacement

Carpeted floor to provide additional acoustical properties

· 3 musical risers are in the floor space· Painted concrete Y Tong panels. · Replace ceilings with acoustical ceilings grid and tile.

Music Room – Flooring Replacement of the flooring to tile product or new acoustical flooring for music rooms.

2

Music Room – Ceilings 3

Included in Flooring Replacement$0

Included in Ceiling Replacement$0· Glulam beams stained. · No acoustical treatment in the current room.· Library is the combination of two typical classrooms.

· Carpet Lib ili Painted T and G Wood deck Replace ceilings with acoustical ceilings grid and tile m2

Library – flooring · Replace Carpet 3$0 Included in Flooring Replacement

Library ‐ ceiling · Painted T and G Wood deck · Replace ceilings with acoustical ceilings grid and tile. $0 Included in Ceiling Replacement 0 m2GFA $0 $0

Washrooms ‐ Flooring · Predominantly terrazzo flooring with some accent Hexagonal mosaic tiles

· no recommendations 3 $0 Included in Flooring Replacement

· Glazed concrete block and painted concrete blockWashroom – Walls · nor recommendations 3$0 Included in wall finishes

· Bulkhead painted drywall.

Washroom Partitions · Existing metal partitions · Floor mounted partitions are in acceptable condition and 3 $0 No scope required

Washroom – Ceiling · Painted Gypsum board · No recommendations 3$0 Included in Ceiling Replacement

$0 Included in wall finishes

are original. $0 No scope required

BUILDING CODE· ABC Group A Division 2 - School. · Code compliance can be grandfathered.· 1958 original building & 1963 additions are single storey, · Addition of sprinklers is not mandatory but would

alleviate and additions completed to the school if it isalleviate and additions completed to the school if it is determined that it should be modernized.

· combustible & non-combustible construction.· Not sprinklered.

BARRIER FREE

$0 No Scope Required

BARRIER FREE· Auto door opener are provide in some areas· Ramps have been provided at exits.· Stage is not wheelchair accessible.· A Washroom has barrier free provisioning within the

· Recommendations to provide a complete barrier free accessible facility.

$42 000 Barrier Free Allowance 4 217 m2 $10 $42 169p gwashroom but access to the washroom may not be barrier free accessible.· Door hardware - locksets / latch sets have round knobs and are no barrier free accessible

DEMOLITION $ m2 $ $

$42,000 Barrier Free Allowance 4,217 GFA $10 $42,169

DEMOLITION $316,000 Demolition - Selective 4,217 m2GFA $75 $316,268

HAZARDUS MATERIALS· Refer to HAZMAT Report · Refer to HAZMAT Report $211,000 Hazmat (Allowance) 4,217 m2

GFA $50 $210,845

Sub‐Total = $3,656,721

MECHANICALPLUMBING SYSTEMSPlumbing Fixtures Water closets are floor mounted flush valve in public washrooms and

floor mounted tank type in staff washrooms.Water closets, urinals, lavatories, sinks and drinking fountains are in acceptable condition. $0 No scope required 4,217 m2

GFA $0 $0

Urinals are floor mounted flush valve. Review for ADA fixture requirements should be completed for any expansion $0 No scope required 4,217 m2

GFA $0 $0

3

expansion. GFA

Lavatories are countertop stainless steel with metering valves or ribbed handles. $0 No scope required 4,217 m2

GFA $0 $0

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Classroom sinks are stainless steel countertop with bubblers and various trim as replacements occur. Stainless steel countertop sinks are located in ancillary areas.

$0 No scope required 4,217 m2GFA $0 $0

Drinking fountains are wall hung vitreous china. $0 No scope required 4,217 m2GFA $0 $0

Janitor sinks are plastic. Janitor sinks should be replaced with floor mounted terrazzo units. $4,000 Replace Janitor Sinks 2 ea $2,000 $4,000

Domestic Water Piping, Valves and Insulation

An insulated copper piping system with valves runs throughout the school to serve plumbing fixtures and exterior hose bibbs.

The domestic piping system is in acceptable condition.

A recent failure on the DHWR piping resulted in water damage to the pipe chase and possibly crawlspace. Piping insulation in the

4

$0No scope required.

Hazmat included elsewhere4,217 m2

GFA $0 $0

crawlspace should be inspected for asbestos.Hazmat included elsewhere.

Domestic Hot Water Two (2) State water heaters installed in 1999 are located in the basement Boiler Room.

The water heater is in acceptable condition. 4 $0 No scope required 4,217 m2GFA $0 $0

Sanitary and Vent Piping System A cast iron and copper piping system for the sanitary and plumbing The sanitary and vent systems are in acceptable condition. 4y g yvents serves the school.

The systems run within the crawlspace and insulation should be inspected for asbestos.

A video camera inspection of the underground sanitary piping should


p g y p p gbe conducted.

Storm Piping System Dome roof drains convey roof storm water via cast iron piping to an underground storm collection service.

The storm system is in acceptable condition.

The system runs within the crawlspace and insulation should be inspected for asbestos

4


inspected for asbestos.

The meter and backflows are in acceptable condition. 4 $0 No scope required 4,217 m2GFA $0 $0

A backflow prevention device should be provided on the domestic service $45 000 Backflow preventer 1 ea $45 000 $45 000

Domestic Water Service A 3” water service and meter with backflow preventer is located in the basement Boiler Room. The service provides water to plumbing fixtures, the boiler make-up and fire hose cabinets. The domestic service does not include a backflow prevention device service $45,000 Backflow preventer 1 ea $45,000 $45,000

The system runs within the crawlspace and insulation should be inspected for asbestos $0 Hazmat included elsewhere 4,217 m2

GFA $0 $0

A new service would be installed should a wet fire protection system be $0 No scope required 4 217 m2 $0 $0

service does not include a backflow prevention device.

p yrequired for an expansion. $0 No scope required 4,217 GFA $0 $0

The meter and distribution is in acceptable condition. 4 $0 No scope required 4,217 m2GFA $0 $0

A new gas service, meter, enclosure and piping should be installed if an expansion is undertaken

N/A $0 No scope required 4,217 m2GFA $0 $0

Natural Gas Service An exterior gas meter with enclosure provides gas to the building heating appliances.

an expansion is undertaken. GFAHEATING

Two (2) Raypak hot water heating boilers installed in 1999, pumps, expansion tanks, flues, combustion air and accessories are located in the basement Boiler Room.

The boiler system and glycol system are in acceptable condition. The anticipated life span will not be adequate for a renovation/expansion. They are not sufficiently sized to handle new loads (e.g. new radiation

3Heating Plant

Heat Generation and m2for the gym).

A glycol system complete with heat exchanger, tanks and pumps installed in 1999 provides glycol for the AHU1 coil.

A new boiler plant including boilers, pumps, expansion tanks, flues, piping, combustion air and controls should be provided.

$41 $173,420$173,000

Terminal Heating Units and Heating piping installed in 1999 runs through ceiling spaces to Piping and terminal units are in acceptable condition. 4

Heat Generation and Refrigeration 4,217 m2

GFA

$471,000 Terminal & Packaged Units 4,217 m2GFA $112 $470,711

Terminal Heating Units and Distribution System

Heating piping installed in 1999 runs through ceiling spaces to perimeter radiation in classrooms, duct reheat coils, cabinet unit heaters at entrances and unit heaters in the basement Boiler Room. The Gym AHU2 is supplied with hot water coils.

Piping and terminal units are in acceptable condition. 4

VENTILATION AND AIR CONDITIONINGAir Handling Units A built-up York air handler installed in 1999 is located in the Basement

Fan Room and serves classrooms, ancillary spaces and administration The air handling units are in acceptable condition. The anticipated life span will not be adequate for a renovation/expansion. Included above

3

areas via a mixed air low velocity overhead systems.Included above

A built-up McQuay air handler installed in 1999 is located in a mezzanine fan room adjacent to the stage and serves the gym and stage via a mixed air low velocity overhead system.

Replace two (2) indoor air handling units.Included above

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Provide split AC unit with rooftop condenser for the Server Room.Included above

Duct Distribution, Grilles and Inlet/Outlets

Galvanized ductwork distributes air to classrooms and administration through sidewall or ceiling supply and return grilles. The gymnasium is

Duct distribution and grilles are in acceptable condition. 3

2Inlet/Outlets through sidewall or ceiling supply and return grilles. The gymnasium is served via exposed high level ductwork. Exhaust is via ceiling grilles. $595,000 Ductwork 4,217 m2

GFA $141 $594,583

The exhaust fans are in acceptable condition. The anticipated life span will not be adequate for a renovation/expansion

Exhaust Fans Roof mounted aluminum dome fans and fans within the ceiling space provide exhaust from washrooms and ancillary spaces All but two (2)

3will not be adequate for a renovation/expansion.

Replace fourteen (14) exhaust fans.

Humidification The building systems are not provided with humidification. Humidification should be added to all both air systems complete with N/A

provide exhaust from washrooms and ancillary spaces. All but two (2) fans were installed in 1999. $6,000 Exhaust Fans 14 ea $450 $6,300

Humidification g y p y passociated gas-fired humidifiers, steam grids, piping and controls. Included above

BUILDING SYSTEM CONTROLSEnergy Management Control S t (EMCS)

A Reliable DDC system monitors all major equipment including the boiler plant and air handling systems

The DDC system is in acceptable condition. The anticipated life span will not be adequate for a renovation/expansion

3Systems (EMCS) boiler plant and air handling systems. will not be adequate for a renovation/expansion.

Two (2) air compressors and a dryer in the Boiler Room provide compressed air to pneumatic devices located in classrooms, administration and ancillary areas

The existing pneumatic system should be removed and the pneumatic devices should be replaced with new DDC devices.

N/A$198,000 Instrumentataion & Controls

Testing & Balancing 4,217 m2GFA $47 $198,194

administration and ancillary areas.FIRE PROTECTION SYSTEMSWet Protection Systems The fire hose cabinets are in acceptable condition. 3

A new wet protection system including a new incoming water service, N/A $380 000 Sprinklers (if required) 4 217 m2 $90 $379 521

The building is provided with fire hose cabinets.

sprinkler tree, valves, backflow prevention, sprinkler piping, sprinkler heads and alarms should be installed for a major renovation/expansion.

Fire extinguishers are in acceptable condition. 4 $3,000 Fire Extinguishers 4 ea $750 $3,000Wall hung extinguishers in public areas should be provided with N/A

$380,000 Sprinklers (if required) 4,217 GFA $90 $379,521

Fire extinguishers in cabinets or wall hung are located throughout the school. They are regularly inspected.

Fire Extinguishers and CabinetsWall hung extinguishers in public areas should be provided with recessed or semi-recessed cabinets to avoid accidental activation or damage.

N/AIncluded above

Sub‐Total = $1,874,730

y g y p

ELECTRICALBUILDING ELECTRICAL POWER DISTRIBUTIONService Entry 120/208V 3Ph, 4W service from pad mounted transformer located on

West side of property. Utility meter in basement mechanical room.No concerns (equipment belongs to EPCOR). n/a n/a


Underground feeders Condition not assessed. Based on a 100 year life cycle, cables have at least 84 years left.

1 n/a $0 No scope required

Main Distribution Panel (1999) Cutler Hammer switchboard, 800A, 120/208V, 3Ph, 4W. Has a 800A, NDC-100K main breaker and a distribution section with moulded case breakers feeding the fire alarm panel, eight branch circuit panels and MCC #1. Located in basement boiler room.

Based on a 40 year life cycle, this equipment should be good for another 23 years.

1 4


Electrical Branch Circuit Panelboards (1999) Cutler Hammer 42-84 circuit panels with copper bussing and bolt –on breakers. Panel MA (located in the telecommunications room) has been provided with Transient Voltage Surge Suppression (TVSS).

No concerns. 8 4


Motor Control Centres (MCC) MCC #1 is a Cutler Hammer Freedom 2100 Series MCC located in the basement mechanical room. It is rated at 208V and has a total of 9 motor starters.

No concerns. 1 4$0 No scope required

(1999) Cutler Hammer motor rated starter switches have been provided for fractional horsepower motor loads.

No concerns. 10 4 $0 No scope requiredMotor Starters and Accessoriesp

(1971) Cutler Hammer combination type motor starters located in the upper level gymnasium mechanical room. Motor rated starter switches have been provided for fractional horsepower motor loads.

Equipment has exceeded expected service life and should be replaced. Replacement parts are no longer readily available. = $10,000

9 2

$15,000 Replace Motor 1 ea $15,000 $15,000

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Electrical Branch Wiring (1999) The majority of the cabling is standard building wire in EMT conduit. Armoured cable has been provided, in selected locations, for final connections to mechanical and miscellaneous equipment. Cable trays have been provided for data and communications system wiring

nd

No concerns. 1 4


(main corridors - main and 2nd floors).

LIGHTINGInterior Incandescent Fixtures There is very little incandescent lighting in the building. Incandescent

fixtures have been installed in the mechanical room office and in a Fixtures are not energy efficient. $400/fixture 1 3

$400 Replace theatre lighting 1 ea $400 $400storage room on the second floor.

$ p g g $ $

(2007) Motion sensor controlled T5 fluorescent fixtures were installed in the gymnasium.

No concerns. Equipment should have a minimum of 21 years left. 1 4

(1999) The fluorescent lighting fixtures within the school were retrofitted No concerns Equipment should have a minimum of 13 years left 3816 4

Interior Fluorescent Fixtures

(1999) The fluorescent lighting fixtures within the school were retrofitted with T8 lamps and electronic ballasts. The typical classroom lighting fixtures are suspended T8 linear fluorescent fixtures with a direct and indirect lighting component. T8 fluorescent strip lighting fixtures have been installed in the basement mechanical room. Recessed 305mm X

No concerns. Equipment should have a minimum of 13 years left. 3816 4


1220mm T8 fluorescent fixtures have been installed in the main corridors and some rooms on the main floor. Compact fluorescent downlights have been provided in an alcove off of the 2nd floor corridor.

Exterior High Pressure Sodium Fixtures

(1999) H.P.S wallpack and wall sconce fixtures have been provided on the exterior walls of the building. Two Victorian style wall sconces (retrofitted with HPS lamps) have been installed at the main building entrance.

No concerns. 1 4


Lighting Accessories: Interior (1999) Lighting is typically controlled by individual 120V switches within Outdated non-energy efficient method of control 1 4Lighting Accessories: Interior (1999) Lighting is typically controlled by individual 120V switches within the individual rooms. The corridor lights are controlled by 2 line voltage switches in the Admin office.

Outdated, non-energy efficient method of control. 1 4$0 No scope required

Lighting Accessories: Exterior (1999) The exterior lighting fixtures are contactor controlled by a photocell with provision for manual override.

No concerns. 1 4 $0 No scope required

COMMUNICATIONSCOMMUNICATIONSPublic Address and Music Systems (1999) The public address system is a Bogen Multicom 2000 system

that is integrated with the telephone system. Speakers are typically surface mounted square units (corridors) or recessed round units (classrooms). The Bogen control unit (c/w TPU-100B amplifier) is

No concerns. 26 4

( ) g ( p )located in the telecom room located off of the computer room on the main floor. A separate sound system has been provided for the gymnasium with wall mounted speakers on both sides of the stage. The program bells are initiated from the Bogen P.A. system.


Telephone Systems (1999) The telephone system is a Nortel Norstar system. Handsets are located in the classrooms and selected areas such as the general office. The main telephone equipment is located in the telecom room located off of the computer room on the main floor. A 500VA, 120V UPS has been provided for the telephone system

No concerns. 1 4


UPS has been provided for the telephone system.

Television Systems (1999) Coaxial cable for television systems has been brought into the school. Splitters have been installed in the telecom room located off of the computer room on the main floor.


Cl k d P S t Th l k i th h l b tt d 120V t d l GPS t i t f ti i R l ith WIFI l k $400/ l k 1 2Clock and Program Systems The clocks in the school are battery and 120V operated analogue clocks

GPS system is not functioning. Replace with WIFI clocks. $400/clock 1 2 $400 Clock 1 ea $400 $400

Other Communications (2006) FM transmitters and associated speakers have been provided in the classrooms for the voice amplification systems used by the teachers.


DATA SYSTEMSCables The network wiring within the school is typically Cat. 5 or better.

Supernet has been installed in the school.No concerns. 1 4 $0 No scope required

Server Equipment (1999) The data system server is located in the telecom room located off of the computer room on the main floor The network switches and

No concerns 1 4$0 No scope requiredoff of the computer room on the main floor. The network switches and

patch panels are rack mounted. $0 No scope required

WIFI Access WIFI access points have been added into each classroom. No concerns. 1 4 $0 No scope required

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EMERGENCY SYSTEMSDetection and Fire Alarm (1999) A central microprocessor based, single stage, addressable,

supervised, non-coded fire detection and alarm system has been provided within the school. The system consists of pull stations, smoke

No concerns. 4216 4

detectors, heat detectors, audible (bells) and visual (strobes) signal devices and shutdown interlocks to mechanical air handling systems. The main control panel is an Edwards EST2 panel, located in the administration office with an alphanumeric annunciator and passive graphic located at the main entrance lobby.


g p y

Emergency Lighting Battery Packs (1999) The emergency lighting in the building is provided by battery powered emergency lighting units and remote heads. The emergency lighting heads are enclosed within Lexan cubes.

No concerns. $15,000 10 3

$21,000 Emergency Lighting 4,217 m2GFA $5 $21,085

Exit Signs (1999) The exit signs are typically installed at building exits and along egress routes. The exit signs are metal, stencil faced exit signs with LED lamps.


SECURITYIntrusion Detection (1996) The Magnum Alert security system panel is located in the

telecom room located off of the computer room on the main floor. Security system keypads are located at the basement mechanical room exit, in the main floor computer room and electrical room 44 (gymnasium wing). PIR motion detectors have been provided

No concerns. $26,000 20 3

$0 No scope required(gymnasium wing). PIR motion detectors have been provided throughout the school. Door contacts have been installed on exterior doors.

OTHERResidential Equipment The ancillary & staff kitchen area is equipped with a refrigerator,

di h h d iEquipment is past end of service life. New equipment is more energy ffi i t

1 3$0 Equipment 4 21 m2 $0 $0dishwasher and microwaves. efficient. $0 Equipment

(funded separately) 4,217 m2GFA $0 $0

Original Overhead Service Connection Overhead line from south alley to S.E. corner of building is not connected – cable snipped off at building.

Removal of equipment no longer in service is good practice. If no longer connected could be at risk of falling.Demolition = $2,500

1 1$3,000 Remove obsolete connection 1 ea $2,500 $2,500

$ ,Sub‐Total = $39,385

CIVILSITE GRADING AND PAVEMENT STRUCTURES - NO COMMENTS PROVIDEDS G G S UC U S O CO S O

Sub‐Total = $0

TOTAL $5,570,000 $5,570,000TOTAL $5 570 835TOTAL $5,570,835

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APPENDIX 4 PHOTOGRAPHS

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EDMONTON PUBLIC SCHOOL BOARD 2016 VALUE … PUBLIC SCHOOL BOARD 2016 VALUE MANAGEMENT ANALYSIS ... modernization of school program to allow for Barrier Free ... Architecture|Tkalcic