Feasibility Study for Retrofit & Replacement Options ... · 1508 St Fidelis CES – Feasibility...

Replacement of St Fidelis CES

Feasibility Study for Retrofit & Replacement Options

@ Nelson Boylen HS Site

May 01, 2019

1508 St Fidelis CES – Feasibility Study Apr 2019 2

CONTENTS

ONE BACKGROUND 03

TWO OPTION 1 - RENOVATION & ADDITION 04

THREE OPTION 2 – REPLACEMENT 07

FOUR CONSTRUCTION COST ESTIMATE 08

FIVE APPENDIX A SPACE TEMPLATE

SIX APPENDIX B CONDITION ASSESSMENT (TDSB)

SEVEN APPENDIX C CONCEPT DESIGN DRAWINGS


ONE I BACKGROUND

The Toronto Catholic District School Board (Board) commissioned this Feasibility Study to review the redevelopment options for relocating the St Fidelis CES to the Nelson Boylen HS site. The options were to include a retrofit option (Renovation and Additions to the existing facility) and a Replacement option (demolish existing high school and build a new purpose-built facility for St Fidelis. The scope of the Study includes preliminary design concepts for both options and a preliminary cost estimate based on the concept design drawings, and the Condition Assessment report prepared by the TDSB for the facility in 2015. The Condition Assessment report assigns priority values to the building elements requiring upgrades, repairs or replacement – Urgent, High, Medium and Low. Costs associated with elements identified as ‘Urgent’ or ‘High’ priority have been included in the cost estimate.


TWO I OPTION 1 – RENOVATION & ADDITION

The existing facility is a high school building that will need to be adapted to the elementary school / Child Care program approved for the new St Fidelis school. In this option, the existing swimming pool will be retained as-is as an independent-use facility. A. Retrofit Considerations 1. The St Fidelis space template calls for 25 classrooms (21 regular CRs and 4 Sp Ed rooms), 5 FDKs and 2 Childcare rooms. While Nelson Boylen is a high school, it is a small high school. It has only 14 classrooms with windows. There are 3 interior classrooms (no windows). The rest of the rooms are speciality rooms offering a high school curriculum like Science labs with built-in lab desks with gas & power, a Wood shop, a Cafetorium, a stepped Drama Room, etc. In order to accommodate / retrofit an additional 11 classrooms, 4 Kindergarten Rooms and Child Care, significant alterations will be required to the existing spaces. Certain spaces in an elementary school have to be on the ground floor for functionality like the Kindergartens and Childcare; they also need to be directly adjacent to outdoor play areas and drop-off facilities. The existing building has a ‘deep plan’ which means there is a lot of interior space (no windows). So much of this interior space cannot be converted into elementary school classroom space; further, a lot of this space consists of large volumes like the gym and cafetorium. So while the total area of the ground floor is adequate to accommodate the ground floor functions required by the St. Fidelis program, a one-storey addition will be required in addition to alterations to existing space. 2. Three existing spaces – Wood shop, Drama and 102 Computer Lab have floor elevations much lower than the rest of the school. These spaces will need to comply with barrier free requirements. Given that these are large spaces, the floors will need to be raised so we can use this premium ground floor space as classroom space and reduce the size of the new addition required. 3. There are 4 science rooms & 1 Family Studies classroom – these 5 rooms will need to be fully renovated to convert them into regular classrooms (remove fixed lab desks and associated equipment like fume hoods, gas connections, sinks, etc). 4. The condition of the interior finishes in the building is significantly inferior to the existing St Fidelis building. While both buildings are of similar vintage, in comparison Fidelis appears to be very well maintained. The fact that Boylen has not been in use for some time is quite evident in the lack of maintenance and upkeep which typically accompanies unused facilities.


- There is very little natural light inside the building; even though the stairs are along the exterior, there are no windows in the stairs – something that can and should be rectified. - Compared to the abundant natural light in the existing St Fidelis classrooms that the school community is used to, the Nelson Boylen classrooms are noticeably dark with tiny strip windows. Rectifying this situation will require lowering all the existing window sills and replacing all the existing windows with new, larger windows. As this is a significant and expensive alteration of the existing building envelope, it negates the perceived advantages of a ‘renovation’ and hence has not been included. - The washrooms are in poor condition; most can’t be retrofitted to include barrier free stalls (an extensive renovation, while allowing for some relaxation in BF requirements, will still need BF retrofit). The metal partitions are corroded or damaged and in need of replacement. A lot of plumbing fixtures appear to need replacement - A lot of ceiling tiles have moisture damage or stains - Countertops in rooms have graffiti, are disfigured and/or damaged (surface damage / edge banding missing in places, etc) - Some classrooms have non-CMU partition walls which are in rough shape - The entire facility needs new paint - Almost every other room is missing florescent lamps and re-lamping the entire building will likely be required - There is no elevator - None of the stair railings meet code - The building is not sprinklered Given the poor condition of the building, the required renovations will be extensive. While the building can be renovated (at some cost) to meet current code and ‘bettered’, some of the inherent limitations - unusually low ground floor ceilings (+/- 2.3m high in the corridors), the lack of natural light due to the inherent building layout, etc – will remain. 5. One of the advantages of renovating a facility is the reduced duration of municipal approvals since a Site Plan process is not required. Because the area of the required addition will exceed 600m2, a Site Plan Approval process will be required. 6. Since the existing St Fidelis facility is in a far superior condition, and the school community is expecting a brand new facility, additional consideration needs to be given to the cost / value equation for the retrofit option. B. Design Concept Program areas requiring a drop-off like the Kindergartens and Childcare are proposed in a one-storey addition to the east of the existing building with a new entrance. This also provides the opportunity for providing a separate independent entrance to the swimming pool.


Existing space is being retrofitted for two Kindergarten rooms to help keep the area of the addition to a minimum. The existing gym is larger than the area template for St Fidelis but is being retained as it is not practical or cost-effective to sub-divide this space. The Cafetorium is a large double height interior space that cannot be repurposed as classrooms; the design proposes to convert this space into the General Purpose room. The existing stage will be retained and become part of the Gen Purpose room. While this is a logical design response, again the areas of the existing spaces exceed the areas required by the space template. The second floor contains most of the classrooms. The existing Library is retained in the same location (though again the area of the existing space far exceeds the area required by the space template). The areas shaded in grey on drawings 3 & 4 are interior spaces in excess of the St Fidelis space requirements. Together with the oversize Gym, Gen Purpose room, Mech and other spaces, the total area exceeds the St Fidelis space template by over 37,000 sq ft. The cost of servicing / maintaining this additional area for the life of the facility should be factored in as part of the cost / benefit analysis between the two options.


THREE I OPTION 2 – REPLACEMENT Design Concept: This option envisages demolition of the existing facility and building a new purpose-built facility to accommodate the St Fidelis CES program. Per the approved Feasibility Study proposal, the Replacement design option was to be based on the demolition of the entire facility, including the swimming pool. The Board has since requested a preliminary cost for retaining the pool. The preliminary cost for the Replacement option with the pool retained has been included in the cost summary on page 8. In order to prioritize the site area for students and for site safety, the site layout includes a bus lay-by along Falstaff Ave. The Kindergartens (with the KG play areas) are on the west side, adjacent to the parent drop-off loop. The Child Care drop-off is on the east side of the building, near the Child Care, adjacent to the Child Care play area. The proposed school building is a 2 storey structure. The main entrance leads into a Forum which is flanked by the office and the spaces with a community focus – the Gym and the Gen Purpose room. Most of the classrooms and the library are on the second floor.


FOUR I CONSTRUCTION COST ESTIMATE A Class D Construction Cost Estimate has been prepared by Turner Townsend and attached on the next page. The table below summarizes the construction costs for the various options: Construction Cost Summary

Construction Cost Estimate

1 Option 1 – Renovation & Addition (pool retained) $ 16,177,000

2 Option 2 – Replacement (pool demolished) $ 16,364,000

3 Option 2a – Replacement (pool retained) $ 16,700,000

Note:

1. Estimates exclude any costs related to upgrades required within the pool area itself

2. Difference in cost between Option 2 and 2a above reflects an allowance for the premium associated with selective demolition of the existing structure around the pool, foundation premium for building the new building foundations adjacent to the retained pool and structural reinforcement of the pool west wall during construction of the new building.

3. While the total estimates for Options 1 and 2 are similar, the cost per sq ft for Option 1 is $152 while for Option 2 it is $244. This reflects the inherent area inefficiency in adapting a larger existing facility for a smaller program. It will also result in higher maintenance / operation cost over the life of the facility for Option 1 compared to Option 2.

making the difference

Asmeera ShahCost Consultant

Darren CashDirector

Turner & Townsend2 St. Clair Avenue WestFloor 12TorontoOntarioM4V 1L5Canadat: +1 (416) 925 1424f: +1 (416) 925 2329

e: [email protected]

w: turnerandtownsend.com

30 April 2019

ReportClass D Cost Report

St. Fidelis School - Option 1Snyder Architects

Snyder ArchitectsSt. Fidelis School - Option 1

Contents

1 EXECUTIVE SUMMARY

2 COST SUMMARY

3 ELEMENTAL ESTIMATE

Rev Status Prepared by Checked by Date Issued to Company Transmission Date

0 Draft Asmeera Shah Darren Cash 4-30-19 Avinash GardeSnyder

Architectsemail 4-30-19

© Turner & Townsend. This document is expressly provided to and solely for the use of PWGSC and takes into account their particular instructions and requirements. It must not be made

available or copied or otherwise quoted or referred to in whole or in part in any way, including orally, to any other party without our express written permission and we accept no liability of

whatsoever nature for any use by any other party.F:\Tor\Jobs\2019 Jobs\can19511 - 1532 St Fidelis\200 Class D - APR 2019\Estimate\[Can19511_St. Fidelis School_ Option 1- R0.xlsm]Templt - Reno


1 EXECUTIVE SUMMARY

1.1 Introduction

1.2 Procurement and Schedule

1.3 Risk Assessment

The estimate includes an Estimating/Design Contingency Allowance to account for increases in cost as a result of design development through to

100% complete tender documentation.

Post-Contract Contingency (i.e. for Change Directives/Change Orders that may arise during construction) has been excluded in our report.

We have not accounted for a construction market allowance within the report, however based upon our past and ongoing construction cost project

experience in Toronto, ON, we do not foresee any risk of receiving non‐competitive bids from major sub – trades.

The Cost Plan has been prepared solely in accordance with the documentation outlined within this document.

This Cost Plan is subject to review, confirmation and/or amendments following revisions to the information stated and discussion(s) with the Client

and Design Consultants at which time this report will be reviewed and may be re-issued if required.

Turner & Townsend is retained to provide Cost Planning & Design Cost Control services, including preparation of this Class D Construction Cost

Analysis, based on the information listed in Appendix A. Our estimate is an Opinion of Probable Cost only and reflects current local market rates

based on normal competitive conditions. Our estimate is intended to be comparable to a range of bids received from a number of competitive

general contractors and sub-trades.

Turner & Townsend does not guarantee that tenders or actual construction costs will not vary from this estimate. Adverse market conditions,

proprietary and/or sole source specifications, single sourcing of materials and equipment or reduced competition among contractors may cause bids

to vary from reasonable estimates based on normal competitive conditions.

The purpose of this Cost Plan is to provide Snyder Architects, with a budget framework within which the project can be developed and cost

managed, from Feasibility to Tender award stage.

Pricing reflects 1Q 2019 rates and present market/local conditions. Escalation allowance to the anticipated construction start date has been

EXCLUDED from our cost analysis.

The Construction Cost Estimate includes all direct construction costs and contractor’s overhead and profit. It assumes that the project will be

procured on a Stipulated Lump sum basis, and that bids will be received from a minimum of five pre-qualified general contractors. We also

assume that the project will be completed in a reasonable time frame and have not included any premiums related to “fast-tracking” the project, if

required. The unit rates in our estimate are based on construction activities occurring during normal working hours and proceeding within a

non‐accelerated schedule.


1.4 Level of Documentation and Assumptions

1.5 Measurement and Pricing

1.6 General Conditions and Fee

1.7 Taxes

1.8 General Statement of Liability

- General Requirements is 6% & Fee is 2%

- Our estimate excludes premiums included by either the General Contractor or sub trades due to any prohibitive contractual clauses such as

Liquidated Damages or penalties for non completion of the work

Our cost estimate excludes HST.

This report is not intended for general circulation, publication or reproduction for any other person or purpose without prior express written

permission to each specific instance. Furthermore, this report was written for the exclusive use of Snyder Architects, and is not to be relied upon by

any other party. Turner & Townsend does not hold any reporting responsibility to any other party.

Turner & Townsend strongly recommends the owner and/or design team review the cost estimate report including line item descriptions, unit

prices, allowances, assumptions, exclusions, and contingencies to ensure the appropriate design intent has been accurately captured within the

report.

The rates used for this estimate include labour and material, equipment, and subcontractor’s overheads and profit. Pricing developed for this

project is based upon our company’s experience with similar projects, and/or quotes provided by subcontractors and suppliers as noted within the

estimate. It does not take into account extraordinary market conditions, where bidders may be limited and may include in their tenders

disproportionate contingencies and profit margins.

The fee included within the estimate for the General Contractor is included as a percentage of the hard construction cost. The general requirements

are based on our assumptions of the anticipated construction approach and construction schedule for the project (see section 1.2). The general

requirements percentage includes the cost associated with bonding and insurance, however excludes development and/or building permit costs.

- Project to be procured via Stipulated Lump Sum contract

The estimate has been developed using generally accepted principles on method of measurement as per the Canadian Institute of Quantity

Surveyors Elemental Cost Analysis (CIQS).

The estimate is based on the preliminary drawings as well as functional program provided. It is supplemented by correspondence and discussions

with the Design Consultants.

We outline some of the major assumptions we have made with respect to this cost analysis:-

- Estimating Contingency is 6%

- No major phasing requirements

- No ‘Accelerated’ schedule premiums allowed

Snyder Architects

St. Fidelis School - Option 1

1 COST SUMMARY

Rev. 0

GFA (sf) $/sf Amount

1 St. Fidelis School - Option 1 - Renovation 93,980 $125 $11,745,000

2 St. Fidelis School - Option 1 - New Addition 10,581 $267 $2,820,000

3 St. Fidelis School - Option 1 - Site $1,362,000

Sub-Total 104,561 $152 $15,927,000

4 Estimating/Design Contingency Included

5 Escalation Allowance Excluded

6 Construction Contingency Allowance - Post Contract Excluded

Total Construction Cost 104,561 $152 $15,927,000

7 Furniture, Furnishings and Equipment - NIC

8 Cash Allowance for abatement of designated substances $250,000

Total Estimated Construction Cost 104,561 $155 $16,177,000

Notes:

1 The above is an opinion of Probable Cost Only

2

3

The following have been specifically excluded:

1 HST

2 Professional Consultant Design Fees

3 Removal of designated substances and hazardous materials

4 Legal Fees and Expenses

5 Project Management Fees

6 Furniture, Furnishings and Equipment (other than detailed in the estimate)

7 Owner's Administration Expenses

8 Permits and Development Charges

9 Kitchen Equipment

10 Construction Price Escalation Beyond - 1Q 2019

11 Construction Contingency

12 A/V equipment, devices & wiring

13 IT & Communication Equipment

14 Office Workstations

15 Premiums for Single Sourced Materials

16 Schedule Acceleration Premium

17 Communications active hardware

18 Clock system

19 Phasing & Labour premium

20 Commissioning

21 Signage and graphics

04-30-19

Project No. can19511

Dollar amounts from the TDSB Conditions Report have been included in this estimate, and inflated to current prices, as highlighted in orange on our

We have assumed normal working hours for all scope of works; no premium time for overtime etc. has been included.

ST. FIDELIS SCHOOL - OPTION 1

CLASS D COST ANALYSIS

EXECUTIVE SUMMARY

0 0 0 0 0.00 Class D 0 0 0 Snyder Architects

2 ELEMENTAL ESTIMATESt. Fidelis School - Option 1

ELEMENTAL COST SUMMARY


Cat:

Project: St. Fidelis School - Option 1 - Renovation File: AS-CD-R0

Location: Toronto, ON Date: 04-30-19

Owner/Client: Snyder Architects Project Number: can19511

Architect: Snyder Architects Gross Floor Area: 8,731 m2

Ratio Elemental Elemental Elemental

Element to GFA Quantity Unit Rate Amount Cost/m2 Amount

A SHELL

A1 SUBSTRUCTURE $13.17

A11 Foundation 1.00 8,731 m2 $13.17 $115,000 $13.17

A12 Basement Excavation 0.00 0 m3 $0.00 $0 $0.00 $115,000 1%

A2 STRUCTURE $47.76

A21 Lowest Floor Construction 0.06 530 m2 $300.00 $159,000 $18.21

A22 Upper Floor Construction 1.00 8,731 m2 $24.97 $218,000 $24.97

A23 Roof Construction 0.57 4,946 m2 $8.09 $40,000 $4.58 $417,000 4%

A3 EXTERIOR ENCLOSURE $16.49

A31 Walls Below Grade 0.00 0 m2 $0.00 $0 $0.00

A32 Walls Above Grade 0.01 44 m2 $1,750.00 $77,000 $8.82

A33 Windows & Entrances 0.00 19 m2 $3,526.32 $67,000 $7.67

A34 Roof Covering 0.00 0 m2 $0.00 $0 $0.00

A35 Projections 0.00 0 m2 $0.00 $0 $0.00 $144,000 1%

B INTERIORS

B1 PARTITIONS & DOORS $102.51

B11 Partitions 0.10 889 m2 $511.70 $455,000 $52.11

B12 Doors 0.02 208 No $2,115.38 $440,000 $50.40 $895,000 8%

B2 FINISHES $125.19

B21 Floor Finishes 1.00 8,731 m2 $61.50 $537,000 $61.50

B22 Ceiling Finishes 1.00 8,731 m2 $55.78 $487,000 $55.78

B23 Wall Finishes 1.59 13,858 m2 $4.98 $69,000 $7.90 $1,093,000 9%

B3 FITTINGS & EQUIPMENT $110.41

B31 Fittings & Fixtures 1.00 8,731 m2 $84.07 $734,000 $84.07

B32 Equipment 1.00 8,731 m2 $22.91 $200,000 $22.91

B33 Conveying Systems 0.00 2 Stp $15,000.00 $30,000 $3.44 $964,000 8%

C SERVICES

C1 MECHANICAL $462.03

C11 Plumbing & Drainage 1.00 8,731 m2 $99.99 $873,000 $99.99

C12 Fire Protection 1.00 8,731 m2 $27.03 $236,000 $27.03

C13 H.V.A.C. 1.00 8,731 m2 $299.97 $2,619,000 $299.97

C14 Controls 1.00 8,731 m2 $35.05 $306,000 $35.05 $4,034,000 34%

C2 ELECTRICAL $229.99

C21 Service & Distribution 1.00 8,731 m2 $60.02 $524,000 $60.02

C22 Lighting, Devices & Heating 1.00 8,731 m2 $94.95 $829,000 $94.95

C23 Systems & Ancillaries 1.00 8,731 m2 $75.02 $655,000 $75.02 $2,008,000 17%

NET BUILDING COST (Excluding Site) $1,107.55 $9,670,000 82%

D SITE & ANCILLARY WORK

D1 SITE WORK $0.00

D11 Site Development 0.00 0 m2 $0.00 $0 $0.00

D12 Mechanical Site Services 0.00 0 m2 $0.00 $0 $0.00

D13 Electrical Site Services 0.00 0 m2 $0.00 $0 $0.00 $0 0%

D2 ANCILLARY WORK $66.20

D21 Demolition 1.00 8,731 m2 $66.20 $578,000 $66.20

D22 Alterations 0.00 0 m2 $0.00 $0 $0.00 $578,000 5%

NET BUILDING COST (Including Site) $1,173.75 $10,248,000

Z GENERAL REQUIREMENTS & ALLOWANCES

Z1 GEN. REQ. & FEE 8.0% $95.29

Z11 General Requirements 6.0% $615,000 $70.44

Z12 Fee 2.0% $217,000 $24.85 $832,000 7%

TOTAL CONSTRUCTION ESTIMATE (Excluding Allowances) $11,080,000 94%

Z2 ALLOWANCES 6.0% $76.17

Z21 Estimating Allowance 6.0% $665,000 $76.17

Z22 Escalation Allowance 0.0% Refer to Executive Summary $0 $0.00

Z23 Construction Allowance 0.0% Refer to Executive Summary $0 $0.00 $665,000 6%

HST 0.0% EXCLUDED $0 $0.00 $0 0%

TOTAL CONSTRUCTION ESTIMATE (Including Allowances) $11,745,000 100%

Cost/unit

GFA 8,731 m2 $1,345 m2

GFA 93,980 sf $125 sf


Location: Toronto, ON 04-30-19


Architect: Snyder Architects Gross Floor Area: 8731 m2

Ref Description Quantity Unit Rate Amount

17 A1 SUBSTRUCTURE

19 A11 Foundations

21

Allowance to determine the reason for the deteriorated structure,

proposed remedial work and

related construction costs, as item A1010 of the Conditions Report 1 sum 11562.72 11,560

23

Localised repairs required as item A1010 of the Conditions Report -

allowance for a waterproofing and draingage system to be installed 1 sum 83252.02 83,250

25 Allowance for new Elevator footings 1 sum 20000.00 20,000

28 TOTAL A11 Foundations 8,731 m2 13.17 115,000

31 A12 Basement Excavation

33 No Work Required - -

36 TOTAL A12 Basement Excavation 0 m3 0.00 0

38 TOTAL A1 SUBSTRUCTURE 115,000

41 A2 STRUCTURE

43 A21 Lowest Floor Construction

45

Allowance to raise existing floor by 1.5m (to match first floor

elevation), in KG4, KG5, and SP ED 1-4 1 sum 159000.00 159,000

47 TOTAL A21 Lowest Floor Construction 530 m2 300.00 159,000

50 A22 Upper Floor Construction

52 Cut, Patch and Make Good Existing Structure at affected areas only + 8,731 m2 25.00 218,280

54 TOTAL A22 Upper Floor Construction 8,731 m2 24.97 218,000

57 A23 Roof Construction

59

Allowance to replace plastic domed skylights, as B3010 of Conditions

Report 1 sum 40024.80 40,020

62 TOTAL A23 Roof Construction 4,946 m2 8.09 40,000

65 TOTAL A2 STRUCTURE 417,000






67 A3 EXTERIOR ENCLOSURE

70 A31 Walls Below Grade


76 TOTAL A31 Walls Below Grade 0 m2 0.00 0

79 A32 Walls Above Grade

81

Allowance for re-pointing and localized brick replacement as stated in

item B2010 of the Conditions Report 1 sum 11118.00 11,120

83 New aluminium curtain wall - 5.7m x 5m high + 29 m2 1500.00 42,750

85 New aluminium curtain wall - 3.1m x 5m high + 16 m2 1500.00 23,250

87 TOTAL A32 Walls Above Grade 44 m2 1750.00 77,000

90 A33 Windows & Entrances

92

Replace all external door assemblies and hardware, as stated in

B2030 of Conditions Report 19 no 3550.00 67,450

94 TOTAL A33 Windows & Entrances 19 no 3526.32 67,000

97 A34 Roof Covering


102 TOTAL A34 Roof Covering 0 m2 0.00 0

105 A35 Projections


110 TOTAL A35 Projections 0 m2 0.00 0

113 TOTAL A3 EXTERIOR ENCLOSURE 144,000

116 TOTAL A SHELL 676,000

118 B1 PARTITIONS & DOORS






121 B11 Partitions

123

Note: Partition height = 5m in gym, 3.8m high in all other

areas

125

Repointing of joints within concrete block walls and firestopping

around penetrations - C1010 of the Conditions Report 1 sum 11118.00 11,120

127

Remove and replace movable gym partition - C1010 of the Conditions

Report 1 sum 172500.00 172,500

129

New motorised gym curtain including allowance for structural

reinforcement for suspended curtain 1 sum 50000.00 50,000

131 New CMU partition walls, assumed 140mm + 889 m2 200.00 177,840

133

New furring at chased walls. Assumed 92mm metal studs and 16mm

gypsum boards 87 m2 140.00 12,240

135 Rough Carpentry 1 sum 12000.00 12,000

136 Sealing and Caulking 1 sum 15000.00 15,000

137 Furring and Boxing 1 sum 4000.00 4,000

140 TOTAL B11 Partitions 889 m2 511.70 455,000

143 B12 Doors

145

New metal doors and frames, complete - assumed at stairwells and

mechanical rooms + 33 no 1600.00 52,800

147 New solid core doors, complete - elsewhere + 175 no 1800.00 315,000

149 Extra Over for Vision Panels 208 no 300.00 62,400

151 Automatic door operators - allowance 2 no 5000.00 10,000

154 TOTAL B12 Doors 208 No 2115.38 440,000

156 TOTAL B1 PARTITIONS & DOORS 895,000

158 B2 FINISHES

161 B21 Floor Finishes

163 Carpet Floor Tiles in Library, General Purpose and Offices + 1,074 m2 65.00 69,810

164 Resilient Athletic Floor in the gymnasium + 693 m2 100.00 69,300

165 Porcelain Tile to washrooms + 164 m2 125.00 20,500

166 Vinyl Tiles to remainder of the area + 6,800 m2 50.00 340,000

168 Rubber Base - assumed to all areas 4,143 m 6.00 24,860

169 Porcelain Base - assumed to washrooms 187 m 15.00 2,810






171 Allowance for vinyl stair treads 1 sum 10000.00 10,000

173 TOTAL B21 Floor Finishes 8,731 m2 61.50 537,000

176 B22 Ceiling Finishes

178 Acoustic Ceiling Tile system + 8,731 m2 50.00 436,550

180 Bulkhead allowance 1 sum 50000.00 50,000

182 TOTAL B22 Ceiling Finishes 8,731 m2 55.78 487,000

185 B23 Wall Finishes

187 Paint - to all concrete, gypsum and plaster walls + 13,858 m2 5.00 69,290

190 TOTAL B23 Wall Finishes 13,858 m2 4.98 69,000

193 TOTAL B2 FINISHES 1,093,000

195 B3 FITTINGS & EQUIPMENT

198 B31 Fittings & Fixtures

200

Note: No details provided for washroom accessories;

allowances only

202 Replace all washroom partitions - as C1030 of Conditions Report 1 sum 71155.20 71,160

204 New Stainless steel handrails within all staircores 91 m 200.00 18,200

205 New painted steel guardrails within all staircores 50 m 400.00 20,000

209 Washrooms

210 New washroom in Kindergarten rooms

211

Allowance for washroom equipment in shared bathroom between KG4

and KG5 1 sum 1500.00 1,500

213 New universal washroom

214 Allowance for new washroom equipment 1 sum 1500.00 1,500

216 3 New washrooms in staff and admin office

217 Allowance for new washroom equipment 1 sum 4500.00 4,500

219 Existing Washrooms

220 New metal toilet partitions 27 no 1500.00 40,500

221 Allowance for new equipment 27 no 1500.00 40,500

223 Millwork






224 KG4 and KG5 Rooms

225

2 x 2.4m long upper and lower cabinets (maple veneer) with

countertop (P-lam) and sink 2 no 3600.00 7,200

226 Cubbies (300mm x 300mm; maple veneer) with wood bench below 60 no 500.00 30,000

227 Full height storage cabinet (1000mm W) 2 no 1000.00 2,000

228 Shelving cabinets (800x800mm) 6 no 350.00 2,100

230 Classrooms CR1-21, SP ED 1-4

231

1.8m long upper and lower cabinets (maple veneer) with countertop

(P-lam) and sink 25 no. 2700.00 67,500

232 Full height teacher's storage cabinet (1000mm W) 25 no. 1000.00 25,000

233 Open Shelving cabinets (800x800mm) 175 no. 300.00 52,500

234 3.6m long wall mounted coat rack with hooks 270 m 150.00 40,500

236 Workrooms (2no.)

237 Workstations 29 m 1000.00 28,800

238 Upper cabinets 29 m 500.00 14,400

240 Kitchenette in staffroom

241 Allowance for P-Lam countertops and upper shelves 1 sum 7000.00 7,000

243 Reception

244 Allowance for P-Lam workstations 2 no 1500.00 3,000

246 Library

247 Allowance for 15 new computer stations 15 no 1000.00 15,000

250 Allowance for Miscellaneous metals 1 sum 10000.00 10,000

251 Replace bleachers in the gym - as C1030 of Conditions Report 1 sum 231254.40 231,250

252 Signage and graphics - NIC

255 TOTAL B31 Fittings & Fixtures 8,731 m2 84.07 734,000






258 B32 Equipment

260

Allowance for window blinds, interior signage, illuminated sign, school

board logo, gym scoreboards, exterior signage, security and

transformer 1 sum 200000.00 200,000

262 TOTAL B32 Equipment 8,731 m2 22.91 200,000

265 B33 Conveying Systems

267 New 2 stop elevator - assumed LULA lift + 2 stp 15000.00 30,000

270 TOTAL B33 Conveying Systems 2 Stp 15000.00 30,000

273 TOTAL B3 FITTINGS & EQUIPMENT 964,000

275 TOTAL B INTERIORS 2,952,000

277 C1 MECHANICAL

280 C11 Plumbing & Drainage

282 Allowance for Plumbing and drainage 8,731 m2 100.00 873,100

285 TOTAL C11 Plumbing & Drainage 8,731 m2 99.99 873,000

288 C12 Fire Protection

290 Allowance for Fire Protection 8,731 m2 27.00 235,740

292 TOTAL C12 Fire Protection 8,731 m2 27.03 236,000

295 C13 HVAC

297 Allowance for HVAC 8,731 m2 300.00 2,619,300

299 TOTAL C13 HVAC 8,731 m2 299.97 2,619,000

302 C14 Controls

304 Allowance for Controls 8,731 m2 35.00 305,590

306 TOTAL C14 Controls 8,731 m2 35.05 306,000

309 TOTAL C1 MECHANICAL 4,034,000






311 C2 ELECTRICAL

314 C21 Service & Distribution

316 Allowance Services and Distribution 8,731 m2 60.00 523,860

318 TOTAL C21 Service & Distribution 8,731 m2 60.02 524,000

320 C22 Lighting, Devices & Heating

322 Allowance Services and Distribution 8,731 m2 95.00 829,450

324 TOTAL C22 Lighting, Devices & Heating 8,731 m2 94.95 829,000

327 C23 Systems & Ancillaries

329 Allowance for services and ancillaries 8,731 m2 75.00 654,830

332 TOTAL C23 Systems & Ancillaries 8,731 m2 75.02 655,000

334 TOTAL C2 ELECTRICAL 2,008,000

336 TOTAL C SERVICES 6,042,000

338 NET BUILDING COST (EXCLUDING SITE) 9,670,000

340 D1 SITE WORK

343 D11 Site Development

345 See Site Estimate

347 TOTAL D11 Site Development 0 m2 0.00 0

350 D12 Mechanical Site Services


354 TOTAL D12 Mechanical Site Services 0 m2 0.00 0

357 D13 Electrical Site Services


361 TOTAL D13 Electrical Site Services 0 m2 0.00 0

364 TOTAL D1 SITE WORK 0






366 D2 ANCILLARY WORK

369 D21 Demolition

371 Architectural Demolition

373 Note: partitions assumed to be 3.5m high

375 Partitions

376 Demolish existing partition 1,008 m2 25.00 25,200

377 Demolish existing substrate to expose metal stud frame 77 m2 15.00 1,160

378 Remove existing doors 3 no 500.00 1,500

379

Allowance to cut new openings in existing external walls for new

windows 3 no 1000.00 3,000

380

Allowance to remove existing curtain wall at entrances where they

are being replaced 1 sum 22000.00 22,000

381

Demolish external wall where new addition is to tie in to existing

building 200 m2 50.00 10,000

382 Allowance for temporary shoring 1 sum 10000.00 10,000

384 Ceilings

385 Demolish existing ACT ceiling system in all areas 8,731 m2 30.00 261,930

387 Flooring

388 Remove existing floor finish, patch as required 8,731 m2 20.00 174,620

390 Demolish millwork 95 m 100.00 9,500

392 Allowance to demolish stepped seating in drama room 1 sum 10000.00 10,000

394 Removal of miscellaneous equipment 1 sum 15000.00 15,000

396 Stairs and Steps

395 Steps at computer lab 2 sum 2000.00 4,000

396 Larger steps at computer lab 2 sum 5000.00 10,000

397 Stairs at woodchop 1 sum 5000.00 5,000

398 Staircore by woodchop 1 sum 15000.00 15,000

402 TOTAL D21 Demolition 8,731 m2 66.20 578,000

403 D22 Alterations

407 No Work Required

410 TOTAL D22 Alterations 0 m2 0.00 0

413 TOTAL D2 ANCILLARY WORK 578,000

416 TOTAL D SITE & ANCILLARY WORK 578,000







420 Z1 GENERAL REQUIREMENTS & FEE

423 Z11 General Requirements

427 General Requirements ls 615,000

430 TOTAL Z11 General Requirements 615,000

431 Z12 Fee

435 Fee ls 217,000

437 TOTAL Z12 Fee 217,000

440 TOTAL Z1 GENERAL REQUIREMENTS & FEE 832,000

443 TOTAL CONSTRUCTION ESTIMATE EXCLUDING ALLOWANCES 11,080,000

444 Z2 CONTINGENCIES

447 Z21 Estimating Contingency

451 Estimating Contingency ls 665,000

453 TOTAL Z21 Estimating Contingency 665,000

454 Z22 Escalation Contingency

458 Escalation Contingency - See Executive Summary ls 0

460 TOTAL Z22 Escalation Contingency 0

461 Z23 Construction Contingency

465 Construction Contingency - See Executive Summary ls 0

467 Total Z23 Construction Contingency 0

470 TOTAL Z2 CONTINGENCIES 665,000

473 TOTAL Z GENERAL REQUIREMENTS & CONTINGENCIES 1,497,000






476 TOTAL BUILDING COST INCLUDING ALLOWANCES 11,745,000





Cat: 0

Project: St. Fidelis School - Option 1 - New Addition File: AS-CD-R0

Location: Toronto, ON Date: 43585





A SHELL


A11 Foundation 0.96 945 m2 $194.71 $184,000 $187.18


A2 STRUCTURE $394.71

A21 Lowest Floor Construction 0.96 945 m2 $100.53 $95,000 $96.64

A22 Upper Floor Construction 0.00 0 m2 $0.00 $9,000 $9.16

A23 Roof Construction 0.96 945 m2 $300.53 $284,000 $288.91 $388,000 14%



A32 Walls Above Grade 0.43 426 m2 $600.94 $256,000 $260.43

A33 Windows & Entrances 0.13 130 m2 $838.46 $109,000 $110.89

A34 Roof Covering 0.96 945 m2 $203.17 $192,000 $195.32

A35 Projections 1.00 983 m2 $37.64 $37,000 $37.64 $594,000 21%

B INTERIORS


B11 Partitions 0.93 912 m2 $208.33 $190,000 $193.29

B12 Doors 0.02 19 No $1,947.37 $37,000 $37.64 $227,000 8%

B2 FINISHES $167.85

B21 Floor Finishes 1.00 983 m2 $94.61 $93,000 $94.61

B22 Ceiling Finishes 1.00 983 m2 $52.90 $52,000 $52.90

B23 Wall Finishes 2.24 2,200 m2 $9.09 $20,000 $20.35 $165,000 6%


B31 Fittings & Fixtures 1.00 983 m2 $125.13 $123,000 $125.13

B32 Equipment 1.00 983 m2 $0.00 $0 $0.00

B33 Conveying Systems 0.00 0 Stp $0.00 $0 $0.00 $123,000 4%

C SERVICES


C11 Plumbing & Drainage 1.00 983 m2 $200.41 $197,000 $200.41

C12 Fire Protection 1.00 983 m2 $27.47 $27,000 $27.47

C13 H.V.A.C. 1.00 983 m2 $300.10 $295,000 $300.10

C14 Controls 1.00 983 m2 $34.59 $34,000 $34.59 $553,000 20%


C21 Service & Distribution 1.00 983 m2 $60.02 $59,000 $60.02

C22 Lighting, Devices & Heating 1.00 983 m2 $94.61 $93,000 $94.61

C23 Systems & Ancillaries 1.00 983 m2 $75.28 $74,000 $75.28 $226,000 8%



D1 SITE WORK $0.00





D21 Demolition 0.00 0 m2 $0.00 $0 $0.00

D22 Alterations 0.00 0 m2 $0.00 $0 $0.00 $0 0%



Z1 GEN. REQ. & FEE 8.0% $203.46


Z12 Fee 2.0% $52,000 $52.90 $200,000 7%






HST 0.0% EXCLUDED $0 $0.00 $0 0%


Cost/unit

GFA 983 m2 $2,869 m2

GFA 10,581 sf $267 sf


Location: Toronto, ON Date: 4/30/19




13 A1 SUBSTRUCTURE

15 A11 Foundations

17 Perimeter Strip Footing + Foundation Wall 147 m 800.00 117,600

19 Interior Strip Footing + Foundation Wall 50 m 800.00 40,000

21 Perimeter Pad Footing 6 no 1500.00 9,000

23 Interior Pad Footing 4 no 1000.00 4,000

25 Stair Footing 1 no 1000.00 1,000

27 Insulation - Perimeter 148 m2 35.00 5,180

28 Perimeter Drainage 147 m 50.00 7,350

30 Area + 945 m2

33 TOTAL A11 Foundations 945 m2 194.71 184,000


38 No Work Required + - -



46 A2 STRUCTURE


50 125mm Slab on Grade + Granular Sub Base + 945 m2 100.00 94,500

54 TOTAL A21 Lowest Floor Construction 945 m2 100.53 95,000


59 Pre-cast concrete stairs allowance 1 sum 9000.00 9,000

61 TOTAL A22 Upper Floor Construction 0 m2 9,000







66 Structural Steel + Deck Complete + 945 m2 300.00 283,500

69 TOTAL A23 Roof Construction 945 m2 300.53 284,000

72 TOTAL A2 STRUCTURE 388,000






Note: Assumed 30% Aluminium Composite and 70% Brick finish,

and building height of 4m

90 Typical brick finish + 298 m2 490.01

91 90mm brick veneer 298 m2 250.00 74,550

92 25mm air space 298 m2 0.00 0

93 75mm spray-on urethane insulation 298 m2 40.00 11,930

94 240mm concrete block 298 m2 200.00 59,640

96 Typical Aluminium Composite finish + 128 m2 739.98

97 Aluminium Composite Panel 128 m2 500.00 63,900

98 25mm air space 128 m2 0.00 0

99 75mm spray foamed insulation (INS-FIP-1) 128 m2 40.00 5,110


102 Allowance for tie-in to existing building, and make good 1 sum 15000.00 15,000

105 TOTAL A32 Walls Above Grade 426 m2 600.94 256,000


110 Aluminium Windows + 130 m2 600.00 78,000

112 Glazed Door - Swing 6 no 3500.00 21,000

114 Automatic Opener 2 no 5000.00 10,000






118 TOTAL A33 Windows & Entrances 130 m2 838.46 109,000


123 2 Ply Built Up Roof + 945 m2 200.00 189,000

125 Allowance for Roof Hatch 1 sum 1500.00 1,500

126 Allowance for Roof Accessories 1 sum 1000.00 1,000

130 TOTAL A34 Roof Covering 945 m2 203.17 192,000

133 A35 Projections

135 Parapet - Complete 106 m 300.00 31,800

137 Allowance for Miscellaneous Projections 1 sum 5000.00 5,000

141 TOTAL A35 Projections 983 m2 37.64 37,000

144 TOTAL A3 EXTERIOR ENCLOSURE 594,000

147 TOTAL A SHELL 1,166,000


152 B11 Partitions

155 Blockwall - all areas + 912 m2 200.00 182,400




161 TOTAL B11 Partitions 912 m2 208.33 190,000

164 B12 Doors

167 Solid Core, Complete: In all classrooms and staff rooms + 11 no 1800.00 19,800






169 Hollow Metal Door - Complete - All other doors + 8 no 1600.00 12,800

171 Extra Over for Side Lights 14 no 300.00 4,200

176 TOTAL B12 Doors 19 No 1947.37 37,000

178 TOTAL B1 PARTITIONS & DOORS 227,000

180 B2 FINISHES


186 Porcelain Tile - circulation space and washrooms + 323 m2 125.00 40,330

188 Vinyl Composite Tile - stairs and vestibule + 206 m2 65.00 13,390

190

3mm thick Rubber Sheet Flooring - Kindergarten and Childcare

rooms + 454 m2 75.00 34,080

193 Bases

194 Base - Rubber 506 m 6.00 3,040

195 Base - Porcelain Tile 135 m 15.00 2,030

199 TOTAL B21 Floor Finishes 983 m2 94.61 93,000


204 Lay-in acoustic ceiling tile + 983 m2 50.00 49,150

206 Bulkhead Allowance 1 sum 2500.00 2,500

210 TOTAL B22 Ceiling Finishes 983 m2 52.90 52,000


215 Paint - to all concrete walls + 2,200 m2 8.00 17,600

217 Allowance extra over for architectural finishes 1 sum 2000.00 2,000







222 TOTAL B2 FINISHES 165,000



229 Miscellaneous Metals - Roof ladder, Shelf angles, lintels and brackets 1 sum 5000.00 5,000

231 Guardrails 10 m 300.00 3,000

232 Handrails 21 m 150.00 3,150

234 Washroom Accessories - 5 new washrooms 5 no. 1500.00 7,500

236 Millwork

238 KG1-3 Rooms

239






244 2 no. Childcare Rooms

245






249 cot storage cabinet (1750mm x 700mm) 2 no 1000.00 2,000

251 Window roller shades - NIC

252 Allowance for Whiteboards/Blackboards/Tackboards etc. 1 sum 3500.00 3,500

253 Signage and Graphics - NIC

255 TOTAL B31 Fittings & Fixtures 983 m2 125.13 123,000

258 B32 Equipment

260 No equipment required

262 TOTAL B32 Equipment 983 m2 0.00 0


267 No Work Required






270 TOTAL B33 Conveying Systems 0 Stp 0.00 0


275 TOTAL B INTERIORS 515,000

277 C1 MECHANICAL


282 Allowance for Plumbing and drainage 983 m2 200.00 196,600

286 TOTAL C11 Plumbing & Drainage 983 m2 200.41 197,000


291 Allowance for fire protection 983 m2 27.00 26,540

294 TOTAL C12 Fire Protection 983 m2 27.47 27,000

297 C13 HVAC

299 Allowance for HVAC 983 m2 300.00 294,900

302 TOTAL C13 HVAC 983 m2 300.10 295,000

305 C14 Controls

307 Allowance for Controls 983 m2 35.00 34,410

310 TOTAL C14 Controls 983 m2 34.59 34,000

313 TOTAL C1 MECHANICAL 553,000

315 C2 ELECTRICAL


320 Allowance for Services and distribution 983 m2 60.00 58,980






322 TOTAL C21 Service & Distribution 983 m2 60.02 59,000


327 Allowance for lighting, devices and heating 983 m2 95.00 93,390

330 TOTAL C22 Lighting, Devices & Heating 983 m2 94.61 93,000


335 Allowance for systems and ancillaries 983 m2 75.00 73,730

338 TOTAL C23 Systems & Ancillaries 983 m2 75.28 74,000

340 TOTAL C2 ELECTRICAL 226,000

342 TOTAL C SERVICES 779,000


346 D1 SITE WORK


351 See site estimate















378 D21 Demolition


383 TOTAL D21 Demolition 0 m2 0.00 0

386 D22 Alterations



394 TOTAL D2 ANCILLARY WORK 0

397 TOTAL D SITE & ANCILLARY WORK 0

400 NET BUILDING COST (INCLUDING SITE) 2,460,000





414 Z12 Fee

416 Fee ls 52,000

418 TOTAL Z12 Fee 52,000



















454 TOTAL Z GENERAL REQUIREMENTS & CONTINGENCIES 360,000


Snyder Architects




Cat:

Project: St. Fidelis School - Option 1 - Site File: AS-CD-R0

Location: Toronto Date: 2019-04-30


Architect: Snyder Architects Gross Site Area: 18,362 m2


Element to GSA Quantity Unit Rate Amount Cost/m2 Amount


D1 SITE WORK $49.72

D11 Site Development 1.00 18,362 m2 $25.22 $463,000 $25.22

D12 Mechanical Site Services 1.00 18,362 m2 $13.62 $250,000 $13.62

D13 Electrical Site Services 1.00 18,362 m2 $10.89 $200,000 $10.89 $913,000 67%


D21 Demolition 0.00 0 m2 $0.00 $0 $0.00

D22 Alterations 1.00 18,362 m2 $15.03 $276,000 $15.03 $276,000 20%

NET BUILDING COST (Including Site) $64.75 $1,189,000


Z1 GEN. REQ. & FEE 8.0% $5.23


Z12 Fee 2.0% $25,000 $1.36 $96,000 7%






HST 0.0% EXCLUDED $0 $0.00 $0 0%


Cost/unit

GSA 18,362 m2 $74 m2

GSA 197,649 sf $7 sf


Location: Toronto Date: Apr 30 2019


Architect: Snyder Architects Gross Site Area: 18362 m2

Description Quantity Unit Rate Amount

772 D1 SITE WORK


777 Site Area + 18,362 m2

778 New 1 storey building 959 m2

780 Site cut and fill - EXCLUDED;

781

Strip and prepare site; rough and fine grading - assumed undertaken

by the developer as Client/Consultant confirmed 8,524 m2 1.50 12,790

783 Hard Landscaping

784 Asphalt 5,670 m2 40.00 226,800

785 Concrete paving 1,111 m2 60.00 66,650

786 Curbs and Steps

787 Allowance for curbs 1 sum 30000.00 30,000

788 Concrete steps 55 m2 60.00 3,310

790 Soft Landscaping

791 New sod 219 m2 10.00 2,190

792 Make good existing sod 9,838 m2 2.50 24,600

793 Mulch 280 m2 5.00 1,400

794 Reinforced sod 272 m2 20.00 5,440

795 Allowance for trees and plants 1 sum 20000.00 20,000

798 Site Improvements

800 Assumed 1.5m Chain Link Fence 144 m 175.00 25,200

801 Allowance for gates 1 sum 1500.00 1,500

802 Allowance for new cut curbs 1 sum 10000.00 10,000

806 Allowance for painted parking lines 1 sum 10000.00 10,000

808 Allowance for asphalt coloured coating to light duty play area 1 sum 8000.00 8,000

810

Allowance for miscellaneous items, including benches, bike racks,

trash receptacles and play equipment 1 sum 15000.00 15,000

812 Portables - NIC

817 TOTAL D11 Site Development 18,362 m2 25.22 463,000







822 Allowance for mechanical services 1 sum 250000.00 250,000

825 TOTAL D12 Mechanical Site Services 18,362 m2 13.62 250,000


830 Allowance for electrical services 1 sum 200000.00 200,000

833 TOTAL D13 Electrical Site Services 18,362 m2 10.89 200,000

836 TOTAL D1 SITE WORK 913,000


841 D21 Demolition

843 No work required - -


849 D22 Alterations

851

Allowance to replace chain link fencing and wrought iron fencing as

G204001 of the Conditions Report 1 sum 160099.20 160,100

853

Replace to concrete stairs and railings as G204001 of the Conditions

Report 1 sum 63594.96 63,590

855 Replace retaining wall as G204002 of the Conditions Report 1 sum 37001.14 37,000

857 Allowance to replace handrails to all steps 1 sum 15000.00 15,000

860 TOTAL D22 Alterations 18,362 m2 15.03 276,000


866 TOTAL D SITE & ANCILLARY WORK 1,189,000











883 Z12 Fee

885 Fee ls 25,000

887 TOTAL Z12 Fee 25,000

Snyder Architects


A AREA SUMMARY

Project: can19511

April 25 20191532 St Fidelis - Option 1

Enclosed (m2) Void (m

2) GFA (m

2) GFA (sf) Per. (m)

Above Grade

Floor 1 945 0 945 10,172 148

Floor 2 64 26 38 409 32

Total 1,009 26 983 10,581 180


2) GFA (m


Above Grade

Floor 1 4,946 0 4,946 53,239 342

Floor 2 4,952 1,167 3,785 40,742 337

Total 9,898 1,167 8,731 93,981 679

Total Scheme: Enclosed (m2) Void (m

2) GFA (m


10,907 1,193 9,714 104,562 859

AREA SUMMARY - Option 1

New Addition

Renovation of existing

Project: can19511

April 25 2019

1532 St Fidelis - Option 1


2) GFA (m


Above Grade

Floor 1 945 0 945 10,172 148

Floor 2 64 26 38 409 32

Total 1,009 26 983 10,581 180

Net Grossing Factor

Child Care 231 Net 568 100%

KG1-3 Play Area 337 Circulation 327 58%

Mech & Elec 0 0%

568 Walls & Shafts 88 15%

Circulation Total 983 173%

Corridor 209

Stairs-7 84

Vestibule 34

327

Mech & Elec

0

Walls & Shafts 88

Total 983


2) GFA (m


Above Grade

Floor 1 4,946 0 4,946 53,239 342

Floor 2 4,952 1,167 3,785 40,742 337

Total 9,898 1,167 8,731 93,981 679

Net Grossing Factor

Admin Off 199 Net 5,509 100%

CR1-4 Classroom 278 Circulation 1,958 36%

CR16-21 Classroom 426 Mech & Elec 348 6%

CR5-6 Classroom 132 Walls & Shafts 916 17%

CR7-15 Classroom 626 Total 8,731 158%

General Purpose 468

Gym Change Room 225

Gymnasium 693

KG 4-5 Play Area 212

Kitchen 108

Library 418

New Univ WR 22

Office 105

Special Ed Classroom 1-4 337

Staff 83

Storage 48

Unnamed 1 - Floor 1 83








Work Rm 140

WR 142

5,509

Circulation

Corridor 1624

Vestibule 31

Stair 1 52

Stair 2 82

Stair 3 13

Stair 3 40

Stair 4 32

Stair 5 26

Stair 6 58

1,958

Mech & Elec

Mech Room 348

348

Walls & Shafts 916

Total 8,731

AREA SUMMARY - 1 STOREY ADDITION

AREA SUMMARY - 2 STOREY EXISTING


B DOCUMENT LIST

Dwg no. Document Prepared By Dated Date ReceivedARCHITECTURAL

Snyder Architects

1 Reno & Add - Demolition 22-Apr-2019 22-Apr-2019

2 Reno & Add - Site Plan 22-Apr-2019 22-Apr-2019

3 Reno & Add - 1st Floor Plan 22-Apr-2019 22-Apr-2019

4 Reno & Add - 2nd Floor Plan 22-Apr-2019 22-Apr-2019

5 Replacement - Demolition 22-Apr-2019 22-Apr-2019

6 Replacement - Site Plan 22-Apr-2019 22-Apr-2019

7 Replacement - Floor Plans 22-Apr-2019 22-Apr-2019

STRUCTURAL

N/A

LANDSCAPE

N/A

CIVILS

N/A

MECHANICAL

N/A

ELECTRICAL

N/A

SPECIFICATIONS

Architectural Outline Specification Snyder Architects 22-Apr-2019 22-Apr-2019

TDSB Conditions Assessment TDSB 11-Feb-2016 22-Apr-2019

making the difference

Asmeera ShahCost Consultant

Darren CashDirector

Turner & Townsend2 St. Clair Avenue WestFloor 12TorontoOntarioM4V 1L5Canadat: +1 (416) 925 1424f: +1 (416) 925 2329

e: [email protected]

w: turnerandtownsend.com

30 April 2019

ReportClass D Cost Report

St. Fidelis School - Option 2Snyder Architects


Contents

1 EXECUTIVE SUMMARY

2 COST SUMMARY

3 ELEMENTAL ESTIMATE

Rev Status Prepared by Checked by Date Issued to Company Transmission Date

0 Draft Asmeera Shah Darren Cash 4-30-19 Avinash GardeSnyder

Architectsemail 4-30-19

© Turner & Townsend. This document is expressly provided to and solely for the use of PWGSC and takes into account their particular instructions and requirements. It must not be made

available or copied or otherwise quoted or referred to in whole or in part in any way, including orally, to any other party without our express written permission and we accept no liability of

whatsoever nature for any use by any other party.F:\Tor\Jobs\2019 Jobs\can19511 - 1532 St Fidelis\200 Class D - APR 2019\Estimate\[Can19511_St. Fidelis School_ Option 2- R0.xlsm]Templt


1 EXECUTIVE SUMMARY

1.1 Introduction

1.2 Procurement and Schedule

1.3 Risk Assessment

The estimate includes an Estimating/Design Contingency Allowance to account for increases in cost as a result of design development through to

100% complete tender documentation.

Post-Contract Contingency (i.e. for Change Directives/Change Orders that may arise during construction) has been excluded in our report.

We have not accounted for a construction market allowance within the report, however based upon our past and ongoing construction cost project

experience in Toronto, ON, we do not foresee any risk of receiving non‐competitive bids from major sub – trades.

The Cost Plan has been prepared solely in accordance with the documentation outlined within this document.

This Cost Plan is subject to review, confirmation and/or amendments following revisions to the information stated and discussion(s) with the Client

and Design Consultants at which time this report will be reviewed and may be re-issued if required.

Turner & Townsend is retained to provide Cost Planning & Design Cost Control services, including preparation of this Class D Construction Cost

Analysis, based on the information listed in Appendix A. Our estimate is an Opinion of Probable Cost only and reflects current local market rates

based on normal competitive conditions. Our estimate is intended to be comparable to a range of bids received from a number of competitive

general contractors and sub-trades.

Turner & Townsend does not guarantee that tenders or actual construction costs will not vary from this estimate. Adverse market conditions,

proprietary and/or sole source specifications, single sourcing of materials and equipment or reduced competition among contractors may cause bids

to vary from reasonable estimates based on normal competitive conditions.

The purpose of this Cost Plan is to provide Snyder Architects, with a budget framework within which the project can be developed and cost

managed, from Feasibility to Tender award stage.

Pricing reflects 2Q 2019 rates and present market/local conditions. Escalation allowance to the anticipated construction start date has been

EXCLUDED from our cost analysis.

The Construction Cost Estimate includes all direct construction costs and contractor’s overhead and profit. It assumes that the project will be

procured on a Stipulated Lump sum basis, and that bids will be received from a minimum of five pre-qualified general contractors. We also

assume that the project will be completed in a reasonable time frame and have not included any premiums related to “fast-tracking” the project, if

required. The unit rates in our estimate are based on construction activities occurring during normal working hours and proceeding within a

non‐accelerated schedule.


1.4 Level of Documentation and Assumptions

1.5 Measurement and Pricing

1.6 General Conditions and Fee

1.7 Taxes

1.8 General Statement of Liability

- General Requirements is 4% & Fee is 2%

- Our estimate excludes premiums included by either the General Contractor or sub trades due to any prohibitive contractual clauses such as

Liquidated Damages or penalties for non completion of the work

Our cost estimate excludes HST.

This report is not intended for general circulation, publication or reproduction for any other person or purpose without prior express written

permission to each specific instance. Furthermore, this report was written for the exclusive use of Snyder Architects, and is not to be relied upon by

any other party. Turner & Townsend does not hold any reporting responsibility to any other party.

Turner & Townsend strongly recommends the owner and/or design team review the cost estimate report including line item descriptions, unit

prices, allowances, assumptions, exclusions, and contingencies to ensure the appropriate design intent has been accurately captured within the

report.

The rates used for this estimate include labour and material, equipment, and subcontractor’s overheads and profit. Pricing developed for this

project is based upon our company’s experience with similar projects, and/or quotes provided by subcontractors and suppliers as noted within the

estimate. It does not take into account extraordinary market conditions, where bidders may be limited and may include in their tenders

disproportionate contingencies and profit margins.

The fee included within the estimate for the General Contractor is included as a percentage of the hard construction cost. The general requirements

are based on our assumptions of the anticipated construction approach and construction schedule for the project (see section 1.2). The general

requirements percentage includes the cost associated with bonding and insurance, however excludes development and/or building permit costs.

- Project to be procured via Stipulated Lump Sum contract

The estimate has been developed using generally accepted principles on method of measurement as per the Canadian Institute of Quantity

Surveyors Elemental Cost Analysis (CIQS).

The estimate is based on the preliminary drawings as well as functional program provided. It is supplemented by correspondence and discussions

with the Design Consultants.

We outline some of the major assumptions we have made with respect to this cost analysis:-

- Estimating Contingency is 6%

- No major phasing requirements

- No ‘Accelerated’ schedule premiums allowed

Snyder Architects


1 COST SUMMARY

Rev. 0

GFA (sf) $/sf Amount

1 St. Fidelis School - Option 2 67,167 $214 $14,370,000

2 St. Fidelis School - Option 2 - Site $1,994,000

Sub-Total 67,167 $244 $16,364,000

3 Estimating/Design Contingency Included

4 Escalation Allowance Excluded

5 Construction Contingency Allowance - Post Contract Excluded

Total Construction Cost 67,167 $244 $16,364,000

6 Furniture, Furnishings and Equipment - NIC

7 Cash Allowance for abatement of designated substances $250,000

Total Estimated Construction Cost 67,167 $247 $16,614,000

Notes:

1 The above is an opinion of Probable Cost Only

2

The following have been specifically excluded:

1 HST

2 Any acoustic requirements for the gym

3 New bleachers for the gym

4 Professional Consultant Design Fees

5 Removal of designated substances and hazardous materials

6 Legal Fees and Expenses

7 Project Management Fees

8 Furniture, Furnishings and Equipment (other than detailed in the estimate)

9 Owner's Administration Expenses

10 Permits and Development Charges

11 Kitchen Equipment

12 Construction Price Escalation Beyond - 1Q 2019

13 Construction Contingency

14 A/V equipment, devices & wiring

15 IT & Communication Equipment

16 Office Workstations

17 Premiums for Single Sourced Materials

18 Schedule Acceleration Premium

19 Communications active hardware

20 Clock system

21 Phasing & Labour premium

22 Commissioning

23 Signage and graphics

Project No. can19511

We have assumed normal working hours for all scope of works; no premium time for overtime etc. has been included.

ST. FIDELIS SCHOOL - OPTION 2


EXECUTIVE SUMMARY

04-30-19





Cat: 0

Project: St. Fidelis School - Option 2 File: AS-CD-R0

Location: Toronto, ON Date: 43585


Architect: Snyder Architects Gross Floor Area: 6,240 m2



A SHELL


A11 Foundation 0.52 3,262 m2 $144.39 $471,000 $75.48


A2 STRUCTURE $241.83

A21 Lowest Floor Construction 0.52 3,262 m2 $54.87 $179,000 $28.69

A22 Upper Floor Construction 0.43 2,713 m2 $249.91 $678,000 $108.65

A23 Roof Construction 0.52 3,262 m2 $199.88 $652,000 $104.49 $1,509,000 11%



A32 Walls Above Grade 0.52 3,236 m2 $474.97 $1,537,000 $246.31

A33 Windows & Entrances 0.14 850 m2 $682.35 $580,000 $92.95

A34 Roof Covering 0.52 3,262 m2 $154.51 $504,000 $80.77

A35 Projections 1.00 6,240 m2 $20.03 $125,000 $20.03 $2,746,000 19%

B INTERIORS


B11 Partitions 1.22 7,638 m2 $205.42 $1,569,000 $251.44

B12 Doors 0.03 187 No $2,021.39 $378,000 $60.58 $1,947,000 14%

B2 FINISHES $161.22

B21 Floor Finishes 0.98 6,105 m2 $82.23 $502,000 $80.45

B22 Ceiling Finishes 0.98 6,105 m2 $58.64 $358,000 $57.37

B23 Wall Finishes 2.72 17,000 m2 $8.59 $146,000 $23.40 $1,006,000 7%


B31 Fittings & Fixtures 1.00 6,240 m2 $86.86 $542,000 $86.86

B32 Equipment 1.00 6,240 m2 $24.04 $150,000 $24.04

B33 Conveying Systems 0.00 2 Stp $15,000.00 $30,000 $4.81 $722,000 5%

C SERVICES


C11 Plumbing & Drainage 1.00 6,240 m2 $109.94 $686,000 $109.94

C12 Fire Protection 1.00 6,240 m2 $26.92 $168,000 $26.92

C13 H.V.A.C. 1.00 6,240 m2 $300.00 $1,872,000 $300.00

C14 Controls 1.00 6,240 m2 $34.94 $218,000 $34.94 $2,944,000 20%


C21 Service & Distribution 1.00 6,240 m2 $59.94 $374,000 $59.94

C22 Lighting, Devices & Heating 1.00 6,240 m2 $95.03 $593,000 $95.03

C23 Systems & Ancillaries 1.00 6,240 m2 $75.00 $468,000 $75.00 $1,435,000 10%



D1 SITE WORK $0.00





D21 Demolition 0.00 0 m2 $0.00 $0 $0.00

D22 Alterations 0.00 0 m2 $0.00 $0 $0.00 $0 0%



Z1 GEN. REQ. & FEE 6.0% $124.52


Z12 Fee 2.0% $266,000 $42.63 $777,000 5%






HST 0.0% EXCLUDED $0 $0.00 $0 0%


Cost/unit

GFA 6,240 m2 $2,303 m2

GFA 67,167 sf $214 sf






13 A1 SUBSTRUCTURE

15 A11 Foundations

17 Perimeter Strip Footing + Foundation Wall 344 m 600.00 206,400

19 Interior Strip Footing + Foundation Wall 343 m 450.00 154,350

21 Perimeter Pad Footing 18 no 1500.00 27,000

23 Interior Pad Footing 10 no 1000.00 10,000

25 Stair Footing 1 no 10000.00 10,000

27 Allowance for frost slab 3,262 m2 10.00 32,620

29 Insulation - Perimeter 393 m2 35.00 13,760

30 Perimeter Drainage 344 m 50.00 17,200

32 Area + 3,262 m2

35 TOTAL A11 Foundations 3,262 m2 144.39 471,000





48 A2 STRUCTURE


52 125mm Slab on Grade + Granular Sub Base + 3,262 m2 55.00 179,410

56 TOTAL A21 Lowest Floor Construction 3,262 m2 54.87 179,000







61

250mm Hollow Core Slab + miscellaneous structural steel, and pre-

cast concrete stairs + 2,713 m2 250.00 678,250

63 TOTAL A22 Upper Floor Construction 2,713 m2 249.91 678,000


68 Structural Steel + Deck Complete + 3,262 m2 200.00 652,400

71 TOTAL A23 Roof Construction 3,262 m2 199.88 652,000

74 TOTAL A2 STRUCTURE 1,509,000






Note: Assumed 20% Aluminium Composite and 80% Brick finish, and

building height of 8m

92 Typical brick finish + 2,589 m2 440.00

93 90mm brick veneer 2,589 m2 200.00 517,760

94 25mm air space 2,589 m2 0.00 0

95 75mm spray-on urethane insulation 2,589 m2 40.00 103,550

96 240mm concrete block 2,589 m2 200.00 517,760

98 Typical Aluminium Composite finish + 647 m2 615.00

99 Aluminium Composite Panel 647 m2 375.00 242,700

100 25mm air space 647 m2 0.00 0

101 75mm spray foamed insulation (INS-FIP-1) 647 m2 40.00 25,890


107 TOTAL A32 Walls Above Grade 3,236 m2 474.97 1,537,000







112 Aluminium Windows + 850 m2 600.00 510,000

114 Glazed Door - Swing 17 no 3500.00 59,500

116 Automatic Opener 2 no 5000.00 10,000

120 TOTAL A33 Windows & Entrances 850 m2 682.35 580,000


125 2 Ply Built Up Roof + 3,262 m2 150.00 489,300

127 Allowance for Roof Hatch 1 sum 5000.00 5,000

128 Allowance for Roof Accessories 1 sum 10000.00 10,000

132 TOTAL A34 Roof Covering 3,262 m2 154.51 504,000

135 A35 Projections

137 Parapet - Complete 334 m 300.00 100,200

139 Allowance for Miscellaneous Projections 1 sum 25000.00 25,000

143 TOTAL A35 Projections 6,240 m2 20.03 125,000

146 TOTAL A3 EXTERIOR ENCLOSURE 2,746,000

149 TOTAL A SHELL 4,726,000


154 B11 Partitions

156 Plasterboard in admin office + 228 m2 165.00 37,620

158 Blockwall - all areas + 7,410 m2 200.00 1,482,000









164 TOTAL B11 Partitions 7,638 m2 205.42 1,569,000

167 B12 Doors

170 Solid Core, Complete: In all classrooms and staff rooms + 125 no 1800.00 225,000

172 Hollow Metal Door - Complete - All other doors + 62 no 1600.00 99,200

174 Extra Over for Side Lights 179 no 300.00 53,700

179 TOTAL B12 Doors 187 No 2021.39 378,000

181 TOTAL B1 PARTITIONS & DOORS 1,947,000

183 B2 FINISHES


188 Carpet - Tile - General Office and Library + 528 m2 65.00 34,320

190 Porcelain Tile - circulation space and washrooms + 1,256 m2 125.00 157,000

192 Vinyl Composite Tile - Classrooms and workrooms + 2,394 m2 65.00 155,610

194 3mm thick Rubber Sheet Flooring - Kindergarten and Childcare rooms + 808 m2 70.00 56,560

196 Resilient Athletic Flooring - Gym + 328 m2 100.00 32,800

198 Rubber Treads and landings in stairwells + 327 m2 85.00 27,800

200 Assumed paint to exposed floor in mechanical/service rooms + 464 m2 35.00 16,240

202 Bases

203 Base - Rubber 1,793 m 6.00 10,760

204 Base - Porcelain Tile 693 m 15.00 10,400

205 Base - Wood 74 m 10.00 740

208 TOTAL B21 Floor Finishes 6,105 m2 82.23 502,000







213 Lay-in acoustic ceiling tile + 5,641 m2 60.00 338,460

215 Paint to exposed areas in mechanical and service rooms + 464 m2 10.00 4,640

217 Bulkhead Allowance 1 sum 15000.00 15,000

221 TOTAL B22 Ceiling Finishes 6,105 m2 58.64 358,000


226 Paint - to all walls + 17,000 m2 8.00 136,000

228 Allowance extra over for architectural finishes 1 sum 10000.00 10,000


233 TOTAL B2 FINISHES 1,006,000



240 Miscellaneous Metals - Roof ladder, Shelf angles, lintels and brackets 1 sum 10000.00 10,000

242 Stainless Steel Handrail 121 m 200.00 24,200

243 Steel Guardail 47 m 400.00 18,800

246 Washroom Accessories - 2 washroom blocks 2 no. 12000.00 24,000

247 Washroom Accessories - assumed 2 staffroom toilets 2 no 1500.00 3,000

250 Millwork

252 KG1-5 Rooms

253






258 Childcare Room - Assumed similar to Option 1

259











263 cot storage cabinet (1750mm x 700mm) 2 no 1000.00 2,000

265 Classrooms CR1-21, SP ED 1-4

266

1.8m long upper and lower cabinets (maple veneer) with countertop

(P-lam) and sink 25 no. 2700.00 67,500

267 Full height teacher's storage cabinet (1000mm W) 25 no. 1000.00 25,000

268 Open Shelving cabinets (800x800mm) 175 no. 300.00 52,500

269 3.6m long wall mounted coat rack with hooks 270 m 150.00 40,500

271 Workrooms (assumed 50% larger than option 1)

272 Workstations 36 m 1000.00 36,000

273 Upper cabinets 36 m 500.00 18,000

275 Allowance for Whiteboards/Blackboards/Tackboards etc. 1 sum 15000.00 15,000

276 Motorised window roller shades in gym 1 sum 15000.00 15,000

277 Motorised gym divider curtain in gym 1 sum 50000.00 50,000

278 New bleachers - NIC

279 Acoustic Treatment required for gym - NIC

280 Window roller shades - NIC

281 Signage and Graphics - NIC

283 TOTAL B31 Fittings & Fixtures 6,240 m2 86.86 542,000

286 B32 Equipment

288

Allowance for window blinds, interior signage, illuminated sign, school

board logo, gym scoreboards, exterior signage, security and

transformer 1 sum 150000.00 150,000

290 TOTAL B32 Equipment 6,240 m2 24.04 150,000


295 Passenger Elevator - assumed LULA lift + 2 15000.00 30,000

298 TOTAL B33 Conveying Systems 2 Stp 15000.00 30,000


303 TOTAL B INTERIORS 3,675,000

305 C1 MECHANICAL







310 Allowance for plumbing and drainage 6,240 m2 110.00 686,400

313 TOTAL C11 Plumbing & Drainage 6,240 m2 109.94 686,000


318 Allowance for fire protection 6,240 m2 27.00 168,480

321 TOTAL C12 Fire Protection 6,240 m2 26.92 168,000

324 C13 HVAC

326 Allowance for HVAC 6,240 m2 300.00 1,872,000

329 TOTAL C13 HVAC 6,240 m2 300.00 1,872,000

332 C14 Controls

334 Allowance for Controls 6,240 m2 35.00 218,400

337 TOTAL C14 Controls 6,240 m2 34.94 218,000

340 TOTAL C1 MECHANICAL 2,944,000

342 C2 ELECTRICAL


347 Allowance for services and distribution 6,240 m2 60.00 374,400

349 TOTAL C21 Service & Distribution 6,240 m2 59.94 374,000


354 Allowance for lighting, devices and heating 6,240 m2 95.00 592,800

357 TOTAL C22 Lighting, Devices & Heating 6,240 m2 95.03 593,000







362 Allowance for systems and ancillaries 6,240 m2 75.00 468,000

366 TOTAL C23 Systems & Ancillaries 6,240 m2 75.00 468,000

368 TOTAL C2 ELECTRICAL 1,435,000

370 TOTAL C SERVICES 4,379,000


374 D1 SITE WORK












406 D21 Demolition

No Work Required







415 D22 Alterations



423 TOTAL D2 ANCILLARY WORK 0

426 TOTAL D SITE & ANCILLARY WORK 0






443 Z12 Fee

445 Fee ls 266,000

447 TOTAL Z12 Fee 266,000



















483 TOTAL Z GENERAL REQUIREMENTS & CONTINGENCIES 1,590,000


Snyder Architects




Cat:


Location: Toronto Date: 2019-04-30


Architect: Snyder Architects Gross Site Area: 22,300 m2


Element to GSA Quantity Unit Rate Amount Cost/m2 Amount


D1 SITE WORK $48.21

D11 Site Development 1.00 22,300 m2 $28.03 $625,000 $28.03

D12 Mechanical Site Services 1.00 22,300 m2 $11.21 $250,000 $11.21

D13 Electrical Site Services 1.00 22,300 m2 $8.97 $200,000 $8.97 $1,075,000 54%


D21 Demolition 0.39 8,731 m2 $79.95 $698,000 $31.30

D22 Alterations 0.00 0 m2 $0.00 $0 $0.00 $698,000 35%

NET BUILDING COST (Including Site) $79.51 $1,773,000


Z1 GEN. REQ. & FEE 6.0% $4.84


Z12 Fee 2.0% $37,000 $1.66 $108,000 5%






HST 0.0% EXCLUDED $0 $0.00 $0 0%


Cost/unit

GSA 22,300 m2 $89 m2

GSA 240,037 sf $8 sf






772 D1 SITE WORK


777 Site Area + 22,300 m2

778 Building Area 3,261 m2

780 Site cut and fill - EXCLUDED;

781 Strip and prepare site; rough and fine grading 15,652 m2 1.50 23,480

783 Hard Landscaping

784 Asphalt 8,034 m2 40.00 321,360

785 Concrete paving 1,184 m2 60.00 71,060

786 Curbs and Steps

787 Allowance for curbs 1 sum 30000.00 30,000

788 Concrete steps 47 m2 60.00 2,800

790 Soft Landscaping

791 New sod 308 m2 10.00 3,080

792 Make good existing sod 6,648 m2 2.50 16,620

793 Mulch 336 m2 5.00 1,680

794 Reinforced sod 346 m2 20.00 6,920

795 Allowance for landscaping 2,078 m2 35.00 72,730

796 Assumed planters 58 m2 75.00 4,350

799 Site Improvements

801 Assumed 1.5m Chain Link Fence 153 m 175.00 26,780

802 Allowance for gates 1 sum 1500.00 1,500

803 New cut curbs 1 sum 10000.00 10,000

806 Allowance for painted parking lines 1 sum 10000.00 10,000

808 Allowance for asphalt coloured coating to light duty play area 1 sum 8000.00 8,000

810

Allowance for miscellaneous items, including benches, bike racks,

trash receptacles and play equipment 1 sum 15000.00 15,000

812 Portables - NIC

817 TOTAL D11 Site Development 22,300 m2 28.03 625,000







822 Allowance for mechanical services 1 sum 250000.00 250,000

825 TOTAL D12 Mechanical Site Services 22,300 m2 11.21 250,000


830 Allowance for electrical services 1 sum 200000.00 200,000

833 TOTAL D13 Electrical Site Services 22,300 m2 8.97 200,000

836 TOTAL D1 SITE WORK 1,075,000


841 D21 Demolition

843 Demolish Existing Building + 8,731 m2 80.00 698,480

845 TOTAL D21 Demolition 8,731 m2 79.95 698,000

848 D22 Alterations

850 No works required



859 TOTAL D SITE & ANCILLARY WORK 1,773,000











876 Z12 Fee

878 Fee ls 37,000

880 TOTAL Z12 Fee 37,000

Snyder Architects


A AREA SUMMARY

Project: can19511

April 29 20191532 St Fidelis - Option 2


2) GFA (m


Above Grade

Floor 1 3,262 0 3,262 35,112 334

Floor 2 3,279 566 2,713 29,203 336

Roof 488 223 265 2,852 139

Total 7,029 789 6,240 67,167 809

Net Grossing Factor

ACAD ST 39 Net 4,286 100%

Admin Office 180 Circulation 1,355 32%

Child Care 242 Mech & Elec 464 11%

CR1-3 Classroom 229 Walls & Shafts 135 3%

CR5-21 Classroom 1364 Total 6,240 146%

Custodian 76

General Purpose 152

Gym 328

Gym Ancill. 104

KG1-5 566

Library 283

Services 87

Special Ed 305

Staff 65

Unnamed 38

WR 228

4,286

Circulation

Corridor 981

Vestibule 47

Stair 327

1,355

Mech & Elec

Mech 464

464

Walls & Shafts 135

Total 6,240

AREA SUMMARY - 2 STOREY PROPOSED

CostX DrawingProject: 1532 St Fidelis Drawing: Archectural - April 22, 2019\Option 2\Option 2 - floor plansBuilding: St Fidelis on Nelson Boylen Site Filename: F:\Tor\Jobs\2019 Jobs\can19511 - 1532 St Fidelis\200 Class D - APR 2019\Back Up\Doc In\1523 Feasibility - dwgs 2019 04 22.pdf

CostX


B DOCUMENT LIST

Dwg no. Document Prepared By Dated Date ReceivedARCHITECTURAL

Snyder Architects

1 Reno & Add - Demolition 22-Apr-2019 22-Apr-2019

2 Reno & Add - Site Plan 22-Apr-2019 22-Apr-2019

3 Reno & Add - 1st Floor Plan 22-Apr-2019 22-Apr-2019

4 Reno & Add - 2nd Floor Plan 22-Apr-2019 22-Apr-2019

5 Replacement - Demolition 22-Apr-2019 22-Apr-2019

6 Replacement - Site Plan 22-Apr-2019 22-Apr-2019

7 Replacement - Floor Plans 22-Apr-2019 22-Apr-2019

STRUCTURAL

N/A

LANDSCAPE

N/A

CIVILS

N/A

MECHANICAL

N/A

ELECTRICAL

N/A

SPECIFICATIONS

Architectural Outline Specification Snyder Architects 22-Apr-2019 22-Apr-2019

TDSB Conditions Assessment TDSB 11-Feb-2016 22-Apr-2019

FIVE I APPENDIX A – SPACE TEMPLATE

St. Fidelis Template.xlsx

School Board:Grade Range:Program:School Name:

m² ft² m² ft²

Kindergarten 5 111 1,200 557 6,000 26 130 Classroom 21 70 750 1,463 15,750 23 483 Art Room - - - 23 - Science Room - - - 23 - Music Vocal - - - - 23 - Computer Laboratory - - - 23 - Technical/Vocational - - - 23 - Special Education Area 4 70 750 279 3,000 9 36 Musical Instrumental - - - - Resource Area - Loaded (400-699 sf) - 60 650 - - 12 - Resource Area - Unloaded (<400 sf) - - - - Gymnasium Area and Stage 1 500 5,382 500 5,382 - Change Rooms 2 37 400 74 800 - Library 1 279 3,000 279 3,000 - General Purpose 1 139 1,500 139 1,500 -

3,292 35,432 649

m² ft² m² ft²

General Office 149 1,600 Staff Room and Teacher Work Rooms 133 1,428 Kitchen 20 210 Custodial Areas 102 1,103 Meeting Room 21 230 Academic Storage 60 649 Washrooms 193 2,077 Gymnasium Storage 31 330 Chair Storage (in Gymnasium) 12 130 Mechanical Spaces 348 3,745

1,069 11,502 100% 3,292 35,432 90% 4,360 46,934 92%

38.0% 1,657 17,835 6,017 64,769 92%

9.27 99.80 92%

m² ft²

Child Care 223 2,400 Early Years Hub - Community Use - Other (please identify) - Other (please identify) - Other (please identify) - Total Community Use Rooms Area 223 2,400

Total Square Feet 6,240 67,169

Total Operational and Instructional

ELEMENTARY SCHOOL SPACE TEMPLATESt. Fidelis Catholic Elementary School (Replacement) + 2 Child Care

St. Fidelis Catholic Elementary School (Replacement) + 2 Child CareEnglishJK to 8Toronto Catholic District School Board October 5, 2015

#

Total GFA and OTG of Instructional Area

Instructional Space Size

Area per Pupil

Gross Up Added Gross Floor Area

Total Operational AreaTotal Instructional (from above)

Load OTG

Operational Space

Community Use Rooms

Per Pupil Floor Area

Floor Area

S:\Projects\2015\1523 St. Fidelis CES\6_Drawings\6.02Exchange\In\TCDSB\St. Fidelis Template.xlsx

SIX I APPENDIX B – CONDITION ASSESSMENT (TDSB)

Condition Assessment

Toronto District School Board

Nelson A Boylen CI, Building ID 10001-1

Asset Assessment Program 2011-2015

Toronto District School Board Page 1 of 58

Printed On: 2016/02/10

94.29%Current Backlog FCI

Facility Name (SFIS) Nelson A Boylen CI

Ministry Building Number 10001-1

GFA (m2) 9708

Year Built by Original/Additions 1964

Replacement Value - OTG $15,633,390

Official FCI (%) 97.07

Comparable FCI (%) 97.07

Asset Address 155 Falstaff Avenue

Asset City North York

Asset Postal Code M6L 2E5

-- ACCESSIBILITY CHECKLIST -- --------------------------------------------

Designated parking space Yes

Path of travel to the main entrance door Yes

Designated entrances Yes

Path of travel to all floors/elevations No

Elevator No

Instructional spaces entrance doors Yes

Fire policy and fire safety plan Yes

Fire alarm system with strobe and audible signals No

Communal washrooms No

Designated washroom No

-- ENERGY CHECKLIST -- --------------------------------------------

Energy efficient boiler No

Energy audit report Yes

Energy efficient domestic hot water heater No

Energy efficient recovery system No

Energy efficient HVAC pumps and fan motors No

Energy efficient interior lighting Yes

Building Automation System Yes

Energy efficient faucets No

Energy efficient urinals and toilets No

Architectural and Site Assessor Bernard E W Turkewitsch Inc. Architect for VFA Canada Corp.

Mechanical and Electrical Assessor Paul Robson




How to read the final report

The Final Report contains assessment information for 5 years for this facility.

Asset details reported are either populated from the SFIS system (e.g. GFA, year built etc) or calculated based on Ministry’s criteria (e.g.Replacement Value – OTG, Official FCI, Comparable FCI etc).

Accessibility and Energy assessment lists are provided in a yes/no format. For a full description of accessibility/energy definitions pleasecheck the TCPS database, Asset Narratives, under the Narratives Tab.

Asset Narratives include the following:

• Architectural & Structural Summary –a brief summary of the asset including construction dates and areas of the original andadditions. A brief description of the structure, the exterior wall system, the roof assembly system and the building interiors.

• Mechanical Summary – a brief summary of the mechanical systems.

• Electrical Summary – a brief summary of the Electrical systems.

• Site Summary – a brief summary of the Site systems.

• Limitations – a summary of the scope of work and the Tactical Planning Window.

Building Elements listed are only the ones that require replacement in the next 5 years; their condition is Critical if failed or risk ofimminent failure is observed, or Poor if it is not functioning as intended with significant repairs within the next two (2) years, or Fair ifnormal deterioration and minor distress is observed requiring repairs within three (3) to five (5) years.

2011-2015 Cost and Year information is a snapshot from the assessment and cannot be edited in TCPS.

2011-2015 Priority is the value of the Event priority calculated when the assessment data was imported in TCPS and stored in thisread-only field.

Estimated Cost and Fiscal Year are values that can be edited at any time by end users.

Event Priority is a field populated with labels like Urgent, High, Medium and Low based on the Event Priority Value. This value iscalculated based on the Element Type and Element Condition.

Photos are provided at the event level: old photos are suffixed with the world “Old”, new photos are suffixed with the date ofassessment.

A copy of this report in PDF format is saved in the TCPS database. You can access it by selecting the Asset Instance in Data Managerand opening this report in PDF format from the Document Tab.

1. Architectural & Structural Executive Summary

ARCHITECTURALGeneralNelson A Boylen Collegiate Institute, Building ID 10001-01, was assessed on Sept 01, 2015 by Bernard E. W. Turkewitsch Inc. Architectfor VFA Canada Corp. An Accruent Company. The school is located at 155 Fallstaff Avenue in North York, Ontario. The building wasconstructed in 1964 with an area of 8505 SM, addition 1 was built in 1973 with an area of 37 SM , addition 2 was built in 1977 with anarea of 1166 SM The total building area is 9708 SM. The Architects for the building were Neish Owen Rowland & Roy.The two level facility with a partial basement sits on a site of approximately 4.45 hectares. Typical spaces in the school include a doublegymnasium, a cafetorium and stage, a swimming pool, a library, administration offices, mechanical service space, and generalinstructional classrooms, science rooms, music rooms, an art room , drama room, and a wood shop.SubstructureThe substructure consists of concrete perimeter foundation walls and reinforced concrete strip footings. The facility has a concrete slabon grade floor.SuperstructureThe superstructure of the facility consists of steel joists, beams and metal deck spanning to load-bearing brick and block walls.Thegymnasium has long span steel trusses.Exterior ConstructionThe exterior walls include a clay brick exterior and concrete block cavity wall. A metal flashing protects the top portion of the exteriorwall. The windows are single glazed set in aluminum frames. Entry doors are typically painted metal doors and frames with wired glassvision panels. The roof systems are primarily modified built up roof assemblies.

Interior ConstructionFloor finishes throughout the facility include terrazzo, ceramic tile, painted and sealed concrete, sheet vinyl, vinyl tile,carpet andhardwood. Wall finishes include painted concrete block, gypsum board and ceramic wall tile. Washroom partitions are metal. Ceilingsare acoustic tile. The interior doors are plastic laminate veneer as well as metal set in metal frames. The hardware is primarily knobtype handles.Hazardous MaterialsHazardous materials such as asbestos containing materials (ACM's) are noted in the asbestos assessment report provided.Vertical TransportationNo elevator.

Six steel stairs provide access between the second and first floors.




SuperstructureThe superstructure of the facility consists of steel joists, beams and metal deck spanning to load-bearing brick and block walls.Thegymnasium has long span steel trusses.Exterior ConstructionThe exterior walls include a clay brick exterior and concrete block cavity wall. A metal flashing protects the top portion of the exteriorwall. The windows are single glazed set in aluminum frames. Entry doors are typically painted metal doors and frames with wired glassvision panels. The roof systems are primarily modified built up roof assemblies.

Interior ConstructionFloor finishes throughout the facility include terrazzo, ceramic tile, painted and sealed concrete, sheet vinyl, vinyl tile,carpet andhardwood. Wall finishes include painted concrete block, gypsum board and ceramic wall tile. Washroom partitions are metal. Ceilingsare acoustic tile. The interior doors are plastic laminate veneer as well as metal set in metal frames. The hardware is primarily knobtype handles.Hazardous MaterialsHazardous materials such as asbestos containing materials (ACM's) are noted in the asbestos assessment report provided.Vertical TransportationNo elevator.

Six steel stairs provide access between the second and first floors.

2. Mechanical Executive Summary

The building HVAC consists of ten central Air Handling Units providing forced air overhead heating via hot water heating coils. Hot waterheating is supplied from a Unilux 5590 mbtuh gas fired boiler and a Mobar 6200 mbtuh gas fired boiler distributing hot water to thesupply fans and secondary perimeter induction units and forced flow heaters throughout the building. Return fans provide re circulatedpreheated air to the supply fans mixing with outside air to ensure fresh air to the building. Roof mounted exhaust fans; ceiling mountedexhaust fans and wall mounted exhaust fans remove air from the restrooms, classes and mechanical spaces throughout thebuilding.The domestic hot water is provided by three Rheem Rudd 672 mbtuh gas fired domestic hot water boilers with an associated 1750 litrestorage tank for the building and pool with copper distribution throughout.Basic controls for the building HVAC are provided by an Automated Logic (TAC) building control system. Pneumatic controls for the hotwater heating system and HVAC are predominant throughout.The sprinkler system includes a wet standpipe supply for the hose cabinets throughout and ABC fire extinguishers provided as required.

3. Electrical Executive Summary

The main electrical service includes the ITE 600 Amp 600 volt switchboard, 150 kva TX, metering cabinet and distribution panelsthroughout the building.The lighting within the building includes T-8 flush mounted and recessed ceiling fixtures, perimeter exterior wall packs and suspendedfluorescent fixtures. The distribution wiring is typical branch wiring circuits with BX cabling and shielded conduit supplies.This system includes a phone, LAN, associated equipment and wiring distribution throughout, a Simplex 4002 fire alarm system withassociated fire alarm equipment, emergency lighting, exit lighting and an Ed Com PA system.

4. Site Summary

Site SummaryThe site at Nelson A Boylen Collegiate Institute is bounded by residential houses. The site area is approximately 4.45 hectares. Anasphalt paved parking area is situated to theeast and west with road access situated off of Falstaff Avenue.Asphalt paved schoolyards were not observed. Cast in place concrete walkways service the site fromthe parking lots with concrete landings at most building entrances.Mature trees exist in random locations throughout the site. Chain linkfencing surrounds the site and parking lot. Soft landscaping consists of smallareas of shrubbery and grassed areas along the north side of thebuilding. The School signage is mounted on the façade of thebuilding facing north. Playing fields are located south of thebuilding.




Site SummaryThe site at Nelson A Boylen Collegiate Institute is bounded by residential houses. The site area is approximately 4.45 hectares. Anasphalt paved parking area is situated to theeast and west with road access situated off of Falstaff Avenue.Asphalt paved schoolyards were not observed. Cast in place concrete walkways service the site fromthe parking lots with concrete landings at most building entrances.Mature trees exist in random locations throughout the site. Chain linkfencing surrounds the site and parking lot. Soft landscaping consists of smallareas of shrubbery and grassed areas along the north side of thebuilding. The School signage is mounted on the façade of thebuilding facing north. Playing fields are located south of thebuilding.

Definitions for Energy Checklist

Energy audit report: An ASHRAE Level I energy audit report was completed within the last three years.

Energy efficient boiler: The energy efficient boiler provided is a condensing boiler installed within the last five years or is energy starrated.

Energy efficient domestic hot water heater: The energy efficient domestic hot water heater provided is direct or power vented naturalgas fired or has an electric heat coil.

Energy efficient recovery system: The building is provided with a Heat Recovery Unit (HRU).

Energy efficient HVAC pumps and fan motors: The energy efficient HVAC pumps and fan motors are reportedly provided with a variablefrequency drive.

Energy efficient interior lighting: The provided interior lighting is controlled by motion sensors or building automation system and/or theinterior light fixtures are provided with T8 or T5 fluorescent lamps and electronic ballast.

Building Automation System: The building has a comprehensive Direct Digital Control (DCC) automation system to monitor and controlthe mechanical system. Approximately 75% of the building windows are Insulated Glazing Units (IGUs)

Energy efficient faucets: Approximately 50% of the lavatory faucets are provided with aerators and motion sensors.

Energy efficient urinals and toilets: Approximately 50% of the urinals and toilets are provided with a low flow flush valve (less than 1.6gpf)

Definitions for Accessibility Checklist

Designated parking space: The provided designated Barrier Free Accessible parking space is a minimum 2,400 mm wide and is clearlymarked with an accessibility sign.

Path of travel to the main entrance door: The provided accessible path of travel from the designated Barrier Free Accessible parkingspace to an accessible building entrance is a minimum 910 mm wide and includes curb cuts and ramps

Designated entrances: The provided designated Barrier Free Accessible entrance is a minimum 850 mm wide to allow a mobility device,clearly marked with an accessibility sign and is provided with an automatic door open device.

Path of travel to all floors/elevations: The Barrier Free Accessible path of travel is provided with either an accessible ramp or a verticaltransportation device where a floor or an elevation difference exists.

Elevator: The provided Barrier Free Accessible Elevator has the following: clear audible communication indicating floors and up/downdirection; doors, which open long enough and a minimum 900 mm wide; and a control panel, which is provided with Braille and anemergency call system and where the top is at a maximum height of 1,400 mm above floor.

Instructional spaces entrance doors: The instructional spaces are provided with an entrance door which is a minimum of 850 mm wide.

Fire policy and fire safety plan: Fire policy and fire safety plans are reportedly in place for the evacuation of people with disabilities.

Fire alarm system with strobe and audible signals: Fire alarm system is reported to include strobe lights and audible signals

Communal washrooms: The communal washrooms for the boys and girls are each provided with Barrier Free Accessible stall, which isa minimum 1,500 x 1,500 mm.

Designated washroom: A designated Barrier Free Accessible washroom is provided on each floor, and is equipped with the following: anautomatic door open device; grab bars; emergency call button; lever handle or motion sensor faucets; and a lavatory, where aninsulated knee space is provided and the height of lavatory top is a maximum of 815 mm above the floor.




Path of travel to all floors/elevations: The Barrier Free Accessible path of travel is provided with either an accessible ramp or a verticaltransportation device where a floor or an elevation difference exists.

Elevator: The provided Barrier Free Accessible Elevator has the following: clear audible communication indicating floors and up/downdirection; doors, which open long enough and a minimum 900 mm wide; and a control panel, which is provided with Braille and anemergency call system and where the top is at a maximum height of 1,400 mm above floor.

Instructional spaces entrance doors: The instructional spaces are provided with an entrance door which is a minimum of 850 mm wide.

Fire policy and fire safety plan: Fire policy and fire safety plans are reportedly in place for the evacuation of people with disabilities.

Fire alarm system with strobe and audible signals: Fire alarm system is reported to include strobe lights and audible signals

Communal washrooms: The communal washrooms for the boys and girls are each provided with Barrier Free Accessible stall, which isa minimum 1,500 x 1,500 mm.

Designated washroom: A designated Barrier Free Accessible washroom is provided on each floor, and is equipped with the following: anautomatic door open device; grab bars; emergency call button; lever handle or motion sensor faucets; and a lavatory, where aninsulated knee space is provided and the height of lavatory top is a maximum of 815 mm above the floor.

Limitations

This report has been prepared to meet the Ministry of Education (EDU) objectives for the Condition Assessment Program forEducational Facilities in Ontario. The purpose of the Condition Assessment Program was to assess the current physical condition of theschools and associated site features, and to validate information currently contained in the online capital renewal database softwareTotal Capital Planning Solution (TCPS).

The validation of data was limited to a five year period, which is defined as the current assessment year plus four years. Informationcontained in the database beyond this period was not validated or reviewed.

The provided event costs are intended for global budgeting purposes only. The event costs were adjusted to include regional factorsand were based on an approved unit cost list. Actual event costs for the work recommended may differ since the event costs can onlybe determined after preparation of tender documents, which would consider: specific design conditions, site restrictions, effects ofongoing building operations and construction schedule. The approved cost threshold for the Condition Assessment Program is $ 10,000.

Barrier Free Accessibility and Energy Conservation Measures assessments were limited to a preapproved checklist presented on Page2. The assessment of portables (classrooms not integrated with the building envelope), solar photovoltaic panels, other solar energycollectors, wind turbines, sheds, less than 45 sq.m., play-equipment/structures, score boards, goal posts and flag poles, fireextinguishers, decommissioned swimming pools, window coverings, black/white boards, benches, gymnastic equipment and theappropriateness of room space were excluded from the scope of work. Information related to these components contained in thedatabase was not updated to reflect condition observed. Information related to events which are either planned or in progress, andcurrently locked were not updated.



All Elements

A SUBSTRUCTURE

A10 Foundations

A1010 Standard Foundations

Element Instance : A1010 Standard Foundations - Localized Deficiencies

Description 2015 - Block and concrete foundation walls were observed around the building.

Condition Assessment 2015 - The foundation walls were observed with localized spalled cement parging and finishes. Efflorescencewas observed . Water infiltration was reported in room 109.

Technical Condition Critical

Last Replacement Year 1964

Theoretical Life 200

Replace [A1010 Standard Foundations - Localized Deficiencies]

Event Type: Priority:Replacement Urgent

Brief Description Replace [A1010 Standard Foundations - Localized Deficiencies]

Estimated Cost $76,378

Fiscal Event Year 2015

2011-2015 Cost $76,378

2011-2015 Priority Urgent

2011-2015 Year 2015

Recommendation 2015 - Provision of a waterproofing and drainage system is suggested to stop water infiltration based on thesuggested study. Repair of the concrete structure is suggested.

09/2015 Replace [A1010 Standard Foundations - Localized Deficiencies] Aged spalled




9/2015 Replace [A1010 Standard Foundations - Localized Deficiencies] Aged corroded

Study [A1010 Standard Foundations - Localized Deficiencies]


Brief Description Study [A1010 Standard Foundations - Localized Deficiencies]



2011-2015 Cost $10,608


2011-2015 Year 2015

Recommendation 2015 - A study is suggested to determine the reason for the deteriorated structure, proposed remedial work andrelated construction costs.

B SHELL

B10 Superstructure

B1010 Floor Construction

B101001 Structural Frame

Element Instance : B101001 Structural Frame - Localized Deficiencies

Description 2015 - The suspended slab floor construction of the pool was observed to be reinforced poured concrete. .

Condition Assessment 2015 - The suspended slab floor construction was observed to be spalled with corroded reinforcing steel. Theinset steel grating was observed to be aged and corroded.






Theoretical Life 200

Replace [B101001 Structural Frame - Localized Deficiencies]

Event Type: Priority:Replacement High

Brief Description Replace [B101001 Structural Frame - Localized Deficiencies]



2011-2015 Cost $21,216

2011-2015 Priority High

2011-2015 Year 2015

Recommendation 2015 - Replacement of the slab is suggested based on a study.

9/2015 Replace [B101001 Structural Frame - Localized Deficiencies] Aged spalled concretecorroded reinforcing

Study [B101001 Structural Frame - Localized Deficiencies]

Event Type: Priority:Study High

Brief Description Study [B101001 Structural Frame - Localized Deficiencies]



2011-2015 Cost $10,200


2011-2015 Year 2015




Recommendation 2015 - A study is suggested to determine the reason for the deteriorated structure, proposed remedial work andrelated construction costs.

B20 Exterior Enclosure

B2010 Exterior Walls

Element Instance : B2010 Exterior Walls - Localized Deficiencies

Description 2015 - The walls were observed to consist of exterior face sealed brick and concrete masonry backup walls.

Condition Assessment 2015 - The exterior brick veneer walls were observed to be locally aged and deteriorated with spalling brick anddeteriorated mortar joints.



Theoretical Life 75

Replace [B2010 Exterior Walls - Localized Deficiencies]


Brief Description Replace [B2010 Exterior Walls - Localized Deficiencies]



2011-2015 Cost $10,200


2011-2015 Year 2015

Recommendation 2015 - Re-pointing and localized brick replacement is suggested

9/2015 Replace [B2010 Exterior Walls - Localized Deficiencies] Aged spalled




B2030 Exterior Doors

Element Instance : B2030 Exterior Doors & Hardware

Description 2015 -The exterior doors and frames were observed to be primarily painted metal with single glazed Georgianwired glass. Exterior door hardware was observed to consist of panic bars, push bars, kick plates, butt hinges,door pulls and aluminum thresholds.

Condition Assessment 2015 - The original exterior door assemblies were observed to be aged and worn beyond useful life with wornfinishes, corroded frames, and deteriorated door seals. The exterior door hardware was observed to be agedand worn. Corrosion was noted on various components.

Technical Condition Fair


Theoretical Life 15

Replace [B2030 Exterior Doors & Hardware]


Brief Description Replace [B2030 Exterior Doors]



2011-2015 Cost $62,220


2011-2015 Year 2017

Recommendation 2015 - Replacement of the door assemblies is suggested. The exterior door hardware is suggested bereplaced in conjunction with exterior door replacement.

9/2015 Replace [B2030 Exterior Doors & Hardware] Aged corroded




B30 Roofing

B3010 Roof Coverings

Element Instance : B3010 Roof Coverings - Skylight

Description 2015 - Plastic domed skylights were observed.

Condition Assessment 2015 - Plastic domed skylights were observed to be aged worn and deteriorated.



Theoretical Life 22

Replace [B3010 Roof Coverings - Skylight]

Event Type: Priority:Replacement Medium

Brief Description Replace [B3010 Roof Coverings - Skylight]



2011-2015 Cost $36,720

2011-2015 Priority Medium

2011-2015 Year 2015

Recommendation 2015 - Replacement of the skylights is suggested.

19/2015 1Replace [B3010 Roof Coverings - Skylight] Aged




C INTERIORS

C10 Interior Construction

C1010 Partitions

Element Instance : C1010 Partitions - Localized Deficiencies

Description 2015 - The interior partitions were observed to include, plaster, gypsum board, brick and concrete blockmasonry units. Partitions around service rooms such as electrical rooms, gas fired boiler rooms are required tobe fire separations with a fire resistance rating.

Condition Assessment 2015 - The concrete block partitions were observed to be locally cracked along joints and penetrated with pipesand conduits with out fire stopping.



Theoretical Life 75

Major Repair [C1010 Partitions - Localized Deficiencies]

Event Type: Priority:Major Repair High

Brief Description Major Repair [C1010 Partitions - Localized Deficiencies]



2011-2015 Cost $10,200


2011-2015 Year 2015

Recommendation 2015 - Re-pointing of joints and provision of fire stopping around penetrations through fire separations with afire resistance rating is suggested.

9/2015 Major Repair [C1010 Partitions - Localized Deficiencies] Aged spalled masonry




9/2015 Major Repair [C1010 Partitions - Localized Deficiencies] Firestopping absent

9/2015 Major Repair [C1010 Partitions - Localized Deficiencies] Aged spalled masonry

Element Instance : C1010 Partitions - Movable

Description 2015 - A moveable gymnasium partition wall was observed.

Condition Assessment 2015 - A moveable gymnasium partition wall was observed. 2015 - A manual folding accordion partition wasobserved located in the library.



Theoretical Life 75

Replace [C1010 Partitions - Movable]


Brief Description Replace [C1010 Partitions]






2011-2015 Cost $127,500


2011-2015 Year 2015

Recommendation 2015 - Replacement of the moveable partition is suggested.

9/2015 Replace [C1010 Partitions - Movable] Aged deteriorated

C1020 Interior Doors

Element Instance : C1020 Interior Doors & Hardware

Description 2015 - Interior doors were observed to include finished wood veneer solid core wood doors and painted metaldoors hung in painted metal frames. Some doors were observed with Georgian wired glazing. Interior doorhardware was observed to consist of push bars, knob handles, push plates, kick plates, butt hinges and doorclosers.

Condition Assessment 2015 - The doors were observed to be aged and worn beyond useful life. Wood doors had damaged veneers,painted metal doors had chipped paint. The interior door hardware was observed to be aged, worn anddeteriorated. Corrosion was noted on various components.



Theoretical Life 40

Replace [C1020 Interior Doors & Hardware]


Brief Description Replace [C1020 Interior Doors - Wood & Hollow Metal]






2011-2015 Cost $550,800


2011-2015 Year 2015

Recommendation 2015 - Replacement of the interior doors is suggested. Replacement of interior door hardware in conjunctionwith door replacement is suggested.

9/2015 Replace [C1020 Interior Doors & Hardware] Aged deteriorated

9/2015 Replace [C1020 Interior Doors & Hardware] Aged deteriorated

C1030 Fittings

Element Instance : C1030 Fittings - Bleachers

Description 2015 - Retractable wooden bleachers were observed in the double gymnasium.

Condition Assessment 2015 - The retractable bleachers were observed to be aged and worn with deteriorated wood finishes noted.


Theoretical Life 22

Fittings Type Unspecified





Replace [C1030 Fittings - Bleachers]


Brief Description Replace [C1030 Fittings - Bleachers]



2011-2015 Cost $212,160


2011-2015 Year 2017

Recommendation 2015 - Replacement of bleachers is suggested.

9/2015 Replace [C1030 Fittings - Bleachers] Aged

Element Instance : C1030 Fittings - Metal Partition

Description 2015 - Painted metal washroom partitions were observed in the building washrooms.

Condition Assessment 2015 - The painted metal washroom partitions were observed to be aged and worn. Corrosion was noted.



Theoretical Life 22


Replace [C1030 Fittings - Metal Partition]





Brief Description Replace [C1030 Fittings - Metal Partition]



2011-2015 Cost $65,280


2011-2015 Year 2017

Recommendation 2015 - Replacement of the washroom partitions is suggested.

9/2015 Replace [C1030 Fittings - Metal Partition] Aged corroded

9/2015 Replace [C1030 Fittings - Metal Partition] Aged

Element Instance : C1030 Fittings - Millwork

Description 2015 - Classroom millwork was observed to include wood cabinetry, and plastic laminate counters andcountertops.

Condition Assessment 2015 - The millwork was observed to be aged and worn. Damaged laminates and veneers were noted.






Theoretical Life 22


Replace [C1030 Fittings - Millwork]


Brief Description Replace [C1030 Fittings]



2011-2015 Cost $259,080


2011-2015 Year 2015

Recommendation 2015 - Replacement of millwork is suggested.

9/2015 Replace [C1030 Fittings - Millwork] Aged deteriorated

C30 Interior Finishes

C3010 Wall Finishes

Element Instance : C3010 Wall Finishes - Paint

Description 2015 - Interior painted wall finishes were observed to include, concrete block, plaster and gypsum wallboardsurfaces.

Condition Assessment 2015 - The interior wall finishes were observed to be aged and worn. Spalling, peeling, marks, chips anddiscolouration were deficiencies noted on wall surfaces. Some painting was undertaken in 2009.






Theoretical Life 15

Wall Finishes Type Unspecified

Replace [C3010 Wall Finishes - Paint]


Brief Description Replace [C3010 Wall Finishes]



2011-2015 Cost $504,900


2011-2015 Year 2015

Recommendation 2015 - Replacement of the interior painted wall finishes is suggested.

9/2015 Replace [C3010 Wall Finishes - Paint] Aged spalled

C3020 Floor Finishes

Element Instance : C3020 Floor Finishes - Carpet

Description 2015 - Carpet floor covering in was observed in the library and drama room.

Condition Assessment 2015 - The carpet was observed to be aged worn and deteriorated with tears and stains noted..



Theoretical Life 15

Floor Finishes Type Unspecified





Replace [C3020 Floor Finishes - Carpet]


Brief Description Replace [C3020 Floor Finishes]



2011-2015 Cost $38,760


2011-2015 Year 2015

Recommendation 2015 - Replacement of the carpet is suggested.

9/2015 Replace [C3020 Floor Finishes - Carpet] Aged worn

9/2015 Replace [C3020 Floor Finishes - Carpet] Aged worn

Element Instance : C3020 Floor Finishes - Ceramic Tile

Description 2015 - Ceramic floor tiles were observed in the pool and change rooms.




Condition Assessment 2015 - Floor tiles were observed to be cracked locally.



Theoretical Life 15


Replacement [C3020 Floor Finishes - Ceramic Tile]


Brief Description Replacement [C3020 Floor Finishes - Ceramic Tile]



2011-2015 Cost $66,300


2011-2015 Year 2015

Recommendation 2015 - Replacement of floor tiles is suggested. .

9/2015 Replacement [C3020 Floor Finishes - Ceramic Tile] Aged cracked




9/2015 Replacement [C3020 Floor Finishes - Ceramic Tile] Aged cracked

Element Instance : C3020 Floor Finishes - Hardwood

Description 2015 - Hardwood flooring was observed in the gymnasium.

Condition Assessment 2015 - The hardwood flooring was observed to be aged and worn.



Theoretical Life 15


Replace [C3020 Floor Finishes - Hardwood]


Brief Description Replace [C3020 Floor Finishes - Hardwood]



2011-2015 Cost $142,800


2011-2015 Year 2015

Recommendation 2015 - It is suggested that the hardwood flooring be replaced.




9/2015 Replace [C3020 Floor Finishes - Hardwood] Aged deteriorated

Element Instance : C3020 Floor Finishes - Vinyl Tiles

Description 2015 - Vinyl composite floor tile was observed in the school.

Condition Assessment 2015 - The vinyl composite floor tile was observed to be aged and worn. The tiles were chipped, cracked, nolonger bonded and bent out of shape.



Theoretical Life 15


Replace [C3020 Floor Finishes - Vinyl Tiles]


Brief Description Replace [C3020 Floor Finishes - Vinyl Tiles]



2011-2015 Cost $622,200


2011-2015 Year 2015

Recommendation 2015 - Replacement of the vinyl composite floor tile is suggested.




9/2015 Replace [C3020 Floor Finishes - Vinyl Tiles] Aged cracked

19/2015 Replace [C3020 Floor Finishes - Vinyl Tiles] Aged deteriorated

C3030 Ceiling Finishes

Element Instance : C3030 Ceiling Finishes - Acoustic Ceiling Tiles

Description 2015 - Acoustical ceiling tiles in a 12"" x 12"" format were observed. Acoustical ceiling tiles in a 2’ x 4’suspended grid were observed.

Condition Assessment 2015 - The acoustical ceiling tiles were observed to be aged, worn, and stained.



Theoretical Life 30

Ceiling Finishes Type Unspecified

Replace [C3030 Ceiling Finishes - Acoustic Ceiling Tiles]






Brief Description Replace [C3030 Ceiling Finishes - Acoustic Ceiling Tiles]



2011-2015 Cost $540,600


2011-2015 Year 2015

Recommendation 2015 - Replacement of acoustical ceiling tiles is suggested.

9/2015 Replace [C3030 Ceiling Finishes - Acoustic Ceiling Tiles] Aged stained




9/2015 Replace [C3030 Ceiling Finishes - Acoustic Ceiling Tiles] Aged deteriorated


D SERVICES

D20 Plumbing

D2010 Plumbing Fixtures

Element Instance : D2010 Plumbing Fixtures - Bradley Washbasins, Sinks & Toilets

Description Sept. 2015 The plumbing fixtures include Bradley washbasins, toilets, and urinals. All plumbing fixtures areoriginal from the time of construction in 1964 with the exception of the urinals. Urinals are reportedly to bereplacements from different time periods.

Condition Assessment Sept. 2015 The washroom fixtures are generally in poor condition. Some fixtures were observed to be obsoleteand aged.



Theoretical Life 25

Replace [D2010 Plumbing Fixtures - Bradley Washbasins, Sinks & Toilets]





Brief Description Replace [D2010 Plumbing Fixtures - Bradley Washbasins, Sinks & Toilets]



2011-2015 Cost $326,400


2011-2015 Year 2015

Recommendation Sept. 2015 The plumbing fixtures have surpassed their theoretical useful life of approximately 25 years. Theywere observed to be aged, with minor deterioration during the time of the assessment. Based on age andcondition, replacement is recommended.

Sept. 2015 Aged plumbing fixtures.

D2020 Domestic Water Distribution

Element Instance : D2020 Domestic Water Distribution - Domestic Hot Water Tank

Description Sept. 2015 The building is equipped with a 1750 litre domestic hot water storage tank. The hot water storagetank is located in the boiler room.

Condition Assessment Sept. 2015 The domestic hot water storage tank has passed its expected theoretical life and is in poorcondition.



Theoretical Life 20

Domestic Water Distribution Type Unspecified

Replace [D2020 Domestic Water Distribution - Domestic Hot Water Tank]





Brief Description Replace [D2020 Domestic Water Distribution - Domestic Hot Water Tank]



2011-2015 Cost $31,620


2011-2015 Year 2015

Recommendation Sept. 2015 Replacement of this tank should be anticipated.

Sept. 2015 Domestic hot water storage tank.

Element Instance : D2020 Domestic Water Distribution - Plumbing Piping

Description Sept. 2015 The plumbing piping system including domestic hot and cold water lines, storm and sanitary linesinside the building is original to the time of construction in 1964.

Condition Assessment Sept. 2015 The condition of the piping systems could not be determined during the site assessment. Since thepiping systems have surpassed their theoretical useful life, a study is recommended in order to determine theircondition.



Theoretical Life 37

Domestic Water Distribution Type Unspecified

Replace [D2020 Domestic Water Distribution - Plumbing Piping]


Brief Description Replace [D2020 Domestic Water Distribution]






2011-2015 Cost $612,000


2011-2015 Year 2015

Recommendation Sept. 2015 The plumbing piping systems have surpassed their theoretical service life. It is recommended thatprovision for its' replacement be made, based on the results of the study conducted. The cost provided in thisevent is an estimate to be confirmed by this study.

Sept. 2015 Aged water supply.

Study [D2020 Domestic Water Distribution - Plumbing Piping]

Event Type: Priority:Study High

Brief Description Study [D2020 Domestic Water Distribution]



2011-2015 Cost $10,608


2011-2015 Year 2015

Recommendation Sept. 2015 The plumbing piping systems have surpassed their theoretical service life and remain in service. Astudy is recommended to be conducted to determine the condition, remaining service life and cost ofreplacement. Part of pipes have been clamped due to the presence of holes which leak water.

D30 HVAC

D3020 Heat Generating Systems

D302002 Hot Water Boilers

Element Instance : D302002 Hot Water Boilers - Boiler #1




Description Sept. 2015 Boiler #1 is a 6200 mbtuh gas fired boiler which was manufactured by Mobar. The boiler wasinstalled at the time of original construction in 1964.

Condition Assessment Sept. 2015 The boiler has surpassed its expected useful life approximately 35 years and is in poor condition.



Theoretical Life 35

Replace [D302002 Hot Water Boilers - Boiler #1]


Brief Description Replace [D302002 Hot Water Boilers - Boiler #1]



2011-2015 Cost $474,300


2011-2015 Year 2015

Recommendation Sept. 2015 The backup gas-fired boiler is a Unilux model and appears to be original to building construction.The unit is not currently in operation due to maintenance issues. It is in poor condition and replacement isrecommended.

Sept. 2015 Problematic boiler.

Element Instance : D302002 Hot Water Boilers - DHW Boiler #2

Description Sept. 2015 Domestic hot water boiler #2 is a 672 mbtuh gas fired Rheem Rudd atmospheric hot water boilerthat was reportedly to be replacement. The boiler is located in boiler room and is tagged with equipment #10001161.




Condition Assessment Sept. 2015 DHW Boiler #2 is in poor condition.



Theoretical Life 25

Replace [D302002 Hot Water Boilers - DHW Boiler #2]


Brief Description Replace [D302002 Hot Water Boilers - DHW Boiler #2]



2011-2015 Cost $51,000


2011-2015 Year 2015

Recommendation Sept. 2015 Replacement of the domestic hot water boiler is recommended.

Sept. 2015 Aged boiler.

Element Instance : D302002 Hot Water Boilers - DHW Boiler #3 - Pool

Description Sept. 2015 Boiler # 3 which serves swimming pool area is a 672 mbtuh gas fired LAARS atmospheric hotwater boiler. The boiler is reportedly to be a replacement and is located in boiler room and is tagged withequipment # 10001160.

Condition Assessment Sept. 2015 Boiler #3 is in poor condition.






Theoretical Life 25

Replace [D302002 Hot Water Boilers - DHW Boiler #1 - Pool]


Brief Description Replace [D302002 Hot Water Boilers - DHW Boiler #1 - Pool]



2011-2015 Cost $51,000


2011-2015 Year 2015

Recommendation Sept. 2015 Replacement of the boiler is recommended.

Sept. 2015 Aged Pool boiler.

Element Instance : D302002 Hot Water Boilers - DHW Boiler #4

Description Sept. 2015 Domestic hot water boiler #4 is a 672 mbtuh gas fired Rheem Rudd atmospheric hot water boilerthat was reportedly to be replacement. The boiler is located in boiler room and is tagged with equipment #10001163.

Condition Assessment Sept. 2015 DHW Boiler #4 is in poor condition.



Theoretical Life 25

Replace [D302002 Hot Water Boilers - DHW Boiler #4]






Brief Description Replace [D302002 Hot Water Boilers - DHW Boiler #4]



2011-2015 Cost $51,000


2011-2015 Year 2015

Recommendation Sept. 2015 Replacement of the hot water boiler is recommended.

Sept. 2015 Aged boiler.

D302005 Auxiliary Equipment

Element Instance : D302005 Auxiliary Equipment - Chemical Feed System

Description Sept. 2015 The boiler system is equipped with a chemical feed system. The chemical feed system treats thewater entering to the boiler, which prevents hard water build up within the boiler.

Condition Assessment Sept. 2015 The chemical feed system is in poor condition.



Theoretical Life 30

Auxiliary Equipment Type Unspecified

Replace [D302005 Auxiliary Equipment - Chemical Feed System]





Brief Description Replace [D302005 Auxiliary Equipment]



2011-2015 Cost $10,608


2011-2015 Year 2015

Recommendation Sept. 2015 Replacement of the chemical feed system is recommended.

Sept. 2015 Aged chemical injection.

Element Instance : D302005 Auxiliary Equipment - Cushion Tank

Description Sept. 2015 The boiler auxiliary system includes the cushion tanks. The school representative indicated thesystem was installed at the time of original construction in 1964.

Condition Assessment Sept. 2015 The boiler auxiliary system is reportedly in very poor condition. It has surpassed its theoretical lifespan.



Theoretical Life 30


Replace [D302005 Auxiliary Equipment - Cushion Tank]


Brief Description Replace [D302005 Auxiliary Equipment - Cushion Tank]



2011-2015 Cost $65,280





2011-2015 Year 2015

Recommendation Sept. 2015 Based on its age and condition, replacement is recommended along with the boiler replacement.

Sept. 2015 Aged cushion tank.

Element Instance : D302005 Auxiliary Equipment - HVAC Pumps

Description Sept. 2015 The HVAC circulation pumps are located in the boiler room. All the pumps are reportedly to bereplacements from different time periods.

Condition Assessment Sept. 2015 The HVAC pumps are generally in poor condition.



Theoretical Life 20


Replace [D302005 Auxiliary Equipment - HVAC Pumps]





2011-2015 Cost $86,700


2011-2015 Year 2015




Recommendation Sept. 2015 Replacement of all the plumbing pumps is recommended.

Element Instance : D302005 Auxiliary Equipment - Stacks & Breaching

Description Sept. 2015 Aluminum breaching are used as the discharge for the boilers. This stack and aluminum breachingwere constructed during the initial construction in 1964.

Condition Assessment Sept. 2015 The boiler exhaust has surpassed their expected life and is in poor condition.



Theoretical Life 30


Replace [D302005 Auxiliary Equipment - Stacks & Breaching]





2011-2015 Cost $21,420


2011-2015 Year 2015

Recommendation Sept. 2015 Based on its age, the boiler exhaust stack should be replaced in conjunction with the boilerreplacement.

Sept. 2015 Aged boiler exhaust.




D3040 Distribution Systems

D304001 Air Distribution, Heating & Cooling

Element Instance : D304001 Air Distribution, Heating & Cooling - Duct Systems

Description Sept. 2015 The air handling unit duct systems are likely original to the building construction.

Condition Assessment Sept. 2015 The duct systems have surpassed their theoretical service life and are in critical condition.



Theoretical Life 30

Replace [D304001 Air Distribution, Heating & Cooling - Duct Systems]


Brief Description Replace [D304001 Air Distribution, Heating & Cooling]

Estimated Cost $1,200,540


2011-2015 Cost $1,200,540


2011-2015 Year 2015

Recommendation Sept. 2015 The duct systems have exceeded their theoretical service life. Based on their age and condition,replacement is recommended.

Sept. 2015 Aged ductwork.




D304003 Heating/Chilling water distribution systems

Element Instance : D304003 Heating/Chilling water distribution systems - Piping

Description Sept. 2015 The heating and cooling piping system providing heating and cooling throughout the building.

Condition Assessment Sept. 2015 The heating and cooling piping system is aged and in poor condition.



Theoretical Life 45

Replace [D304003 Heating/Chilling water distribution systems - Piping]


Brief Description Replace [D304003 Heating/Chilling water distribution systems]



2011-2015 Cost $1,705,380


2011-2015 Year 2015

Recommendation Sept. 2015 The heating piping systems have surpassed their theoretical service life. It is recommended thatprovision for its' replacement be made.

Sept. 2015 Aged heating piping.

D304007 Exhaust Systems

Element Instance : D304007 Exhaust Systems - Exhausters




Description Sept. 2015 There are approximately twenty nine exhaust fans on the roof, which service various locations ofthe building. These fans appear to be installed at different time periods.

Condition Assessment Sept. 2015 The exhaust fans are in poor condition.



Theoretical Life 25

Replace [D304007 Exhaust Systems - Exhausters]


Brief Description Replace [D304007 Exhaust Systems - Exhausters]



2011-2015 Cost $145,860


2011-2015 Year 2015

Recommendation Sept. 2015 Replacement of the exhaust fans is recommended.

Sept. 2015 Typical exhaust fan.

D304008 Air Handling Units

Element Instance : D304008 Air Handling Units

Description Sept. 2015 There are approximately ten central station air handing units located in boiler room, first floor fanroom and second floor fan room. The units were installed at the time of original construction in 1958. Thecentral AHU supplies heated and cooled air throughout the entire school interior spaces.




Condition Assessment Sept. 2015 The air handling units are generally in poor condition. The air handling units are original to thebuilding construction except for the Library AHU. Due to their age, some problems were reported during theassessment.



Theoretical Life 35

Replace [D304008 Air Handling Units]


Brief Description Replace [D304008 Air Handling Units]



2011-2015 Cost $1,337,220


2011-2015 Year 2015

Recommendation Sept. 2015 There are nine central station AHUs that are original to building construction in 1964. They havebeen maintained and repaired as necessary, however, the units have surpassed their theoretical life. Provisionfor replacement or major component repair to restore the service life of these units is made in this event.Replace or repair nine Central Station AHUs.

Sept. 2015 Typical AHU.

D3050 Terminal & Package Units

Element Instance : D3050 Terminal & Package Units - Radiators & Force Flow Heaters

Description Sept. 2015 The hot water heating system, which includes fin tube type radiators and forced flow heaters, isused as supplementary heating. The terminal units appear to be original to the time of construction in 1964.




Condition Assessment Sept. 2015 The heaters installed during commissioning are in poor condition. They have surpassed theirtheoretical useful life of approximately 25 years.



Theoretical Life 25

Replace [D3050 Terminal & Package Units - Radiators & Force Flow Heaters]


Brief Description Replace [D3050 Terminal & Package Units - Radiators & Force Flow Heaters]



2011-2015 Cost $694,620


2011-2015 Year 2015

Recommendation Sept. 2015 Replacement based on age is required.

Sept. 2015 Aged forced flow heater.

Element Instance : D3050 Terminal & Package Units - Unit Ventilators

Description Sept. 2015 The terminal units such as Herman Nelson unit ventilators appear to be original to the time ofconstruction in 1964. They are located in a number of classrooms, some office spaces.

Condition Assessment Sept. 2015 The Herman Nelson unit ventilators are generally in poor condition. The units have surpassed theirtheoretical service life.






Theoretical Life 25

Replace [D3050 Terminal & Package Units - Unit Ventilators]


Brief Description Replace [D3050 Terminal & Package Units - Unit Ventilators]



2011-2015 Cost $112,200


2011-2015 Year 2015

Recommendation Sept. 2015 Signs of aging and deterioration were noted and noising operation were reported during theassessment. Replacement is recommended.

D3060 Controls & Instrumentation

Element Instance : D3060 Controls & Instrumentation - Air Compressors & Air Dryers

Description Sept. 2015 The heating system is partially based on the pneumatic control system. As part of the heatingcontrol system, the air compressors and air dryers are located in boil room.

Condition Assessment Sept. 2015 The compressors and dryers were replaced in 2003. The rest of the controls however are aged,worn and generally in poor condition.



Theoretical Life 15

Replace [D3060 Controls & Instrumentation - Air Compressors & Air Dryers]


Brief Description Replace [D3060 Controls & Instrumentation - Air Compressors & Air Dryers]



2011-2015 Cost $255,000


2011-2015 Year 2015




Recommendation Sept. 2015 Replacement of the pneumatic control components is recommended.

Sept. 2015 Typical aged pneumatic controls.

Element Instance : D3060 Controls & Instrumentation - BAS

Description Sept. 2015 The building is equipped with an Automated Logic building automation system and is an electricand pneumatic combined system. The system is controlled by a central computer.

Condition Assessment Sept. 2015 The system was updated in 1997 however it is aged, outdated and generally in poor condition.



Theoretical Life 15

Replace [D3060 Controls & Instrumentation - BAS]


Brief Description Replace [D3060 Controls & Instrumentation - BAS]



2011-2015 Cost $255,000


2011-2015 Year 2015

Recommendation Sept. 2015 Replacement of the BAS with the pneumatic controls upgrade is recommended.




Sept. 2015 Aged TAC BAS control panel.

D50 Electrical

D5010 Electrical Service & Distribution

D501007 Motor Control Centers

Element Instance : D501007 Motor Control Centers - Original

Description Sept. 2015 Part of the main electrical distribution includes two major MCC panels located in the mechanicalrooms.

Condition Assessment Sept. 2015 The MCC's are aged, worn, original and in poor condition.



Theoretical Life 42

Replacement [D501007 Motor Control Centers - Original]


Brief Description Replacement [D501007 Motor Control Centers - Original]



2011-2015 Cost $64,260


2011-2015 Year 2015

Recommendation Sept. 2015 Replacement of the MCC panels is recommended.




Sept. 2015 Aged MCC panels.

D5020 Lighting & Branch Wiring

D502001 Branch Wiring

Element Instance : D502001 Branch Wiring

Description Sept. 2015 The cabling, raceways and bus ducts are original to the time of construction in 1964.

Condition Assessment Sept. 2015 The electrical systems were reported to be in poor working condition. However, in order todetermine the actual condition of the cabling, raceways and bus ducts a study is required.



Theoretical Life 40

Replace [D502001 Branch Wiring]


Brief Description Replace [D502001 Branch Wiring]



2011-2015 Cost $1,611,600


2011-2015 Year 2015

Recommendation Sept. 2015 Repair or replacement of the cabling, raceways and bus ducts may be required according to theresults of the study. Cost provided is for budgeting purposes only. A more accurate cost will depend on thefindings of the study.




Sept. 2015 Aged branch panel.

Study [D502001 Branch Wiring]


Brief Description Study [D502001 Branch Wiring]



2011-2015 Cost $10,608


2011-2015 Year 2015

Recommendation Sept. 2015 A study to ascertain the condition of the cabling, raceways and bus ducts should be conducted andrepairs as recommended by the study conducted.

D5030 Communications & Security

D503004 Public Address Systems

Element Instance : D503004 Public Address Systems - PA System

Description Sept. 2015 The main school ED Com public address communication system is located in the office. Thesystem likely dates back to the original construction of the building.

Condition Assessment Sept. 2015 The PA system is in very poor condition. Signs of aging and deteriorated have shown at the time ofassessment.



Theoretical Life 20

Replace [D503004 Public Address Systems - PA System]





Brief Description Replace [D503004 Public Address Systems - PA System]



2011-2015 Cost $318,240


2011-2015 Year 2015

Recommendation Sept. 2015 The existing communications / public address system is outdated and an upgrade is recommendedwithin the five year tactical planning window.

Sept. 2015 Aged PA system.

D503099 Other Communications & Alarm Systems

Element Instance : D503099 Other Communications & Alarm Systems

Description Sept. 2015 There is two HUB rooms are associated to information technology system in the school. It has beenupgraded in year 1998.

Condition Assessment Sept. 2015 The information technology system is generally in poor condition. No deficiencies were noted duringthe time of the assessment. However, the system is well past the end of its useful life.



Theoretical Life 8

Replace [D503099 Other Communications & Alarm Systems]


Brief Description Replace [D503099 Other Communications & Alarm Systems]






2011-2015 Cost $106,080


2011-2015 Year 2015

Recommendation Sept. 2015 The information technology replacement is recommended. Access was not available again. Theoriginal picture from 2003 was reused.

G BUILDING SITEWORK

G20 Site Improvement

G2020 Parking Lots

Element Instance : G2020 Parking Lots - Asphalt

Description 2015 - Asphalt paved parking lots were observed east and west of the school.

Condition Assessment 2015 - The asphalt paved parking lots were observed to be aged and worn with, alligator cracking, unevensurfaces and non-visible line painting.



Theoretical Life 20

Replace [G2020 Parking Lots - Asphalt]


Brief Description Replace [G2020 Parking Lots - Asphalt]



2011-2015 Cost $244,800


2011-2015 Year 2015

Recommendation 2015 - Replacement of the asphalt paved parking lots is suggested.




9/2015 Replace [G2020 Parking Lots - Asphalt] Aged cracked

G2030 Pedestrian Paving

Element Instance : G2030 Pedestrian Paving

Description 2015 - Asphalt and concrete sidewalks were observed around the building.

Condition Assessment 2015 - The sidewalks were observed with uneven and cracked surfaces with signs of vegetation growth.



Theoretical Life 22

Replace [G2030 Pedestrian Paving]


Brief Description Replace [G2030 Pedestrian Paving - -]



2011-2015 Cost $102,000


2011-2015 Year 2015

Recommendation 2015 - Replacement of the sidewalks is suggested.




9/2015 Replace [G2030 Pedestrian Paving] Aged cracked

G2040 Site Development

G204001 Fencing & Gates

Element Instance : G204001 Fencing & Gates - Chain Link & Wrought Iron Fence

Description 2015 - Chain link fencing was observed situated around the perimeter of the property. 2015 - A wrought ironfence was observed

Condition Assessment 2015 - The chain link fence was observed to be aged and deteriorated beyond useful life. Sections werecorroded.



Theoretical Life 20

Replace [G204001 Fencing & Gates - Chain Link & Wrought Iron Fence]


Brief Description Replace [G204001 Fencing & Gates - Chain Link & Wrought Iron Fence]



2011-2015 Cost $146,880


2011-2015 Year 2017

Recommendation 2015 - Replacement of the fence is suggested.




9/2015 Replace [G204001 Fencing & Gates - Chain Link & Wrought Iron Fence] Aged corroded

Element Instance : G204001 Fencing & Gates - Concrete Stairs

Description 2015 - Cast-in-place concrete stairs with and without metal railings were observed at various locations on thebuilding exterior.

Condition Assessment 2015 - The exterior concrete stairs were observed to have chipped and spalled sections with exposed corrodedreinforcing bar and corroded railings. Railings were absent on a stair.



Theoretical Life 20

Replace [G204001 Fencing & Gates - Concrete Stairs]


Brief Description Replace [G204001 Fencing & Gates]



2011-2015 Cost $58,344


2011-2015 Year 2015

Recommendation 2015 - Replacement of exterior stairs and railings is suggested. Provision of railings where absent issuggested.




9/2015 6 Replace [G204001 Fencing & Gates - Concrete Stairs] Aged cracked

G204002 Retaining Walls

Element Instance : G204002 Retaining Walls

Description 2015 - Retaining walls and stepped retaining walls constructed of pressure treated timbers were observed. Aretaining wall of cast in place concrete was observed.

Condition Assessment 2015 - The wood timbers and asphalt steps were observed to be deteriorated, steps were lower than the levelof the timber risers presenting possible trip hazards. The stairs were observed without railings.



Theoretical Life 30

Replace [G204002 Retaining Walls]


Brief Description Replace [G204002 Retaining Walls]



2011-2015 Cost $33,946


2011-2015 Year 2015

Recommendation 2015 - Replacement of deteriorated retaining walls is suggested as is the provision of handrails to stairs.




9/2015 Replace [G204002 Retaining Walls] Aged deteriorated

9/2015 Replace [G204002 Retaining Walls] Aged deteriorated

G204007 Playing Fields

Element Instance : G204007 Playing Fields - Unpaved

Description 2015 - A crushed gravel running track was observed around the playing field..

Condition Assessment 2015 - The running track was observed to be aged deteriorated overgrown and uneven.



Theoretical Life 20

Replace [G204007 Playing Fields - Unpaved]


Brief Description Replace [G204007 Playing Fields]






2011-2015 Cost $102,000


2011-2015 Year 2015

Recommendation .2015 - Replacement of the running track is suggested.

19/2015 Replace [G204007 Playing Fields - Unpaved] Aged overgrown

G30 Site Civil/Mechanical Utilities

Element Instance : G30 Site Civil/Mechanical Utilities

Description Sept. 2015 The underground utilities include water, electric power, telephone, natural gas supply, stormdrainage, and sanitary drainage:

Condition Assessment Sept. 2015 Condition of the underground utilities cannot be assessed by this survey. A study is recommendedto determine the condition, remaining useful life and replacement cost.



Theoretical Life 50

Replace [G30 Site Civil/Mechanical Utilities]


Brief Description Replace [G30 Site Civil/Mechanical Utilities]



2011-2015 Cost $1,111,800





2011-2015 Year 2015

Recommendation Sept. 2015 Repair or replacement of the underground utilities may be required according to the results of thestudy. Cost provided is only an estimate. A more accurate cost will depend on the findings of the study.

Sept. 2015 Aged water supply.

Study [G30 Site Civil/Mechanical Utilities]


Brief Description Study [G30 Site Civil/Mechanical Utilities]



2011-2015 Cost $10,608


2011-2015 Year 2015

Recommendation Sept. 2015 The underground services were reported to be original to the date of construction. Problems withthe underground services were not reported. The theoretical life of underground services is 50 years. Based onthe age of the underground services, the services should be studied and repairs carried out based on theresults of the study. A cost allowance has been provided.

G3030 Storm Sewer

G303007 Stormwater Management

Element Instance : G303007 Stormwater Management

Description Sept. 2015 Storm water drainage is through property grading which slopes to catch basins located at variespaved and unpaved areas of school properties.




Condition Assessment Sept. 2015 The storm water management system is generally in poor condition with issues of ponding andsunken areas around the property.



Theoretical Life 44

Replace [G303007 Stormwater Management]


Brief Description Replace [G303007 Stormwater Management]



2011-2015 Cost $387,600


2011-2015 Year 2015

Recommendation Sept. 2015 Repairs or replacement of the site drainage is recommended.

Sept. 2015 Drainage issues at the school.





Report Summary

VFA Final Report Template mod1Saved Report Name

william loUser Name

Text With PicturesReport Type

Condition AssessmentReport Name

2015Start Year

5Number of Years

DefaultPriority

Nelson A Boylen CI, Building ID 10001-1Structure / Instance

Parent Criteria Summary: Structure parent - A SUBSTRUCTURE ORStructure parent - B SHELL OR Structure parent - C INTERIORS ORStructure parent - D SERVICES OR Structure parent - G BUILDINGSITEWORK - where the detail criteria for the parent node is - TechnicalCondition <> Not Assessed ;

Filter

Default Photos OnlyAsset Photos

YesCurrent Backlog FCI

No PhotosElement Photos

NoInclude Element ACL Criteria

YesExclude Elements Without Events

YesInclude Event level details

All PhotosEvent Photos

NoInclude Costlines

2/10/2016Printed Date



SEVEN I APPENDIX C - CONCEPT DESIGN DRAWINGS

DEMOLITION (ALSO REFER TO 4/1)DEMOLITION (ALSO REFER TO 4/1)

1. A1010 - LOCALIZED FOUNDATION REPAIRS2. B2010 - EXT. BRICK RE-POINTING & LOCALIZED REPAIRS3. B2030 - REPLACE EXT. DOORS & HARDWARE4. B3010 - REPLACE SKYLIGHTS5. C1010 - INT. CMU REPOINTING & FIRESTOPPING @ PENETRATIONS6. C1010 - REMOVE EXTG MANUAL FOLDING ACCORDION PARTION @ GYM &

REPLACE W/ MOTORIZED GYM CURTAIN (INCLUDE FOR STRUCTURAL REINFORCEMENT OF ROOF FOR SUSPENDING CURTAIN)

7. C1020 - REPLACE INT. DOORS & HARDWARE8. C1030 - REPLACE EXTG METAL WR PARTITIONS9. C1030 - REMOVE EXTG MILWORK & REPLACE. REFER TO DWGS FOR NEW

MILLWORK REQUIREMENTS FOR CLASSROOMS & KG ROOMS.10. C3010 - PAINT ENTIRE EXTG BUILDING INCLD WALLS, RAD COVERS, RAILINGS11. C3020 - REMOVE WOOD FLOORING IN GYM. REPLACE WITH RESILIENT

ATHLETIC FLOORING (EG. OMNISPORT 7.1MM W/ GREENLAY)12. C3020 - REMOVE EXTG VCT FLOORING (VCT IS IN ALL AREAS EXCEPT

GYM, WASHROOMS, MECH RMS & LIBRARY)13. C3030 - REMOVE & REPLACE ALL ACT CEILINGS14. D2010 - REMOVE AND REPLACE PLUMBING FIXTURES (TOILETS, SINKS,

BRADLEY WASH FOUNTAINS)15. D2020 - REMOVE & REPLACE DOMESTIC HOT WATER TANK16. D2020 - REPLACE PLUMBING PIPING17. D3020 - REPLACE HOT WATER BOILER #1, #2 & #418. D302005 - REPLACE CHEMICAL FEED SYSTEM19. D302005 - REPLACE BOILER AUXILIARY SYSTEM20. D302005 - REPLACE HVAC PUMPS21. D302005 - REPLACE STACKS & BREACHING22. D304001 - CARRY ALLOWANCE FOR AIR DISTRIBUTION DUCT SYSTEM

UPGRADE23. D304003 - REPLACE HEATING / CHILLING WATER DISTRIBUTION SYSTEM24. D304007 - REPLACE EXHAUST FANS25. D304008 - REPLACE AHUs26. D3050 - REPLACE TERMNAL / PACKAGE UNITS (RADS & FORCE FLOW

HEATERS)27. D3050 - REPLACE TERMINAL /PACKAGE UNITS - UNIT VENTILATORS28. D3060 - REPLACE PNEUMATIC CONTROL SYSTEM29. D3060 - REPLACE BAS30. D501007 - REPLACE MCC PANELS31. D502001 - CARRY ALLOWANCE FOR BRANCH WIRING UPGRADE32. D503004 - REPLACE PA SYSTEM

WORK BASED ON TDSB CONDITION ASSESSMENT REPORT - PREPARED 2015(FOR ITEM REFERENCES BELOW eg. 'A1010' , REF CONDITION ASSESSMENT REPORT)

33. SERVICE CONNECTIONS: CARRY ALLOWANCE OF $90,000 FOR NEW AND/OR UPGRADESTO WATER, SANITARY & STORM SERVICE CONNECTIONS (SPA APPROVALS)

34. STORM WATER MANAGEMENT: CARRY ALLOWANCE OF $500,000 FOR STORM WATERMANAGEMENT (WHILE ADDITION FOOTPRINT IS LESS THAN 50% OF EXTG BUILDING AREA &HENCE COMPLIANCE W/ WATER QUANTITY / QUALITY REQUIREMENTS MAY BE EXEMPT,TORONTO WATER WILL LIKELY ENFORCE THE SAME THROUGH SPA, DUE TO LOCALIZED FLOODING ISSUES

35. REFER TO DEMOLITION DWGS FOR ADDITIONAL DEMOLITION SCOPE OF WORK (REMOVALOF EXTG STAIR 7 & REMOVAL OF IDENTIFIED INTERNAL CMU PARTITION WALLS.

36. REMOVE & REPLACE EXTG LIGHTING & REPLACE W/ NEW LED LIGHTING

37. REMOVE & REPLACE EXTG. FIRE ALARM SYSTEM W/ NEW

38. CARRY ALLOWANCE FOR ABATEMENT OF DESIGNATED SUBSTANCES

OTHER WORK

REMOVE EXTGCONCRETE SIDEWALK

REMOVEEXISTINGASPHALTDRIVEWAY& PARKING

REMOVEEXISTINGCONC.SIDEWALK

REMOVE EXISTING CURB CUT


OUTLINE OF ADDITION


1

1st FLR PLAN DEMO 1:4002

SITE PLAN DEMO 1:7501

2nd FLR PLAN DEMO 1:4003

SUMMARY OF DEMO / REPLACEMENT4

Toronto Catholic District School Board

KG PLAYMULCH / REINFORCED SOD /

ASPHALT

KG PLAYMULCH / REINFORCED SOD / ASPHALTNEW ASPHALT

MAKE GOOD SOD MAKE GOOD SOD

MA

KE G

OO

D S

OD

MA

KE G

OO

D S

OD

MAKE GOOD SOD

MAKE G

OOD SOD

MA

KE G

OO

D S

OD

NEW ASPHALT DRIVEWAY & PARKING

NEW

ASP

HA

LT D

RIV

EWA

Y&

PA

RKIN

G

NEW CURB CUTNEW CURB CUT

REMOVE AND REPLACEEXTG CONCRETE SIDEWALK

NEW ASPHALT

MULCH / ASPHALT /REINFORCED SOD

CHILD CARE PLAY

NEW CONC.

NEW CONC.

NEW

CO

NC

.

DROP-OFF LANE

NEW CONC. STEPS DOWN TO FIELD

CO

NC

. PA

D

REMOVEEXISTINGASPHALT

NEW

SO

DN

EW S

OD


NEW

CO

NC

.

NEWCONC.

2

SITE PLAN 1:4001


SP ED 1

GYMNASIUM

NEWELEV

POOL(NO

WORK INPOOLAREA)

KG5 CR3

CR6ADMINOFF

KG4 CR1 CR2 CR4WORKRM

GENERALPURPOSE

CR5STAFF STR3STR1

STR2

STR4

STR5STR6

STR7

SP ED 2

SP ED 3

SP ED 4

KG3KG1 KG2

CHILD CARE

OFF

NEWUNIVWR

CORR.

CORR.

NEW ADDITION - KINDERGARTEN WING:TOTAL 2 SHARED WASHROOMS, EACH W/ 1 TOILET, 1 SINK

TOTAL 2 SHARED VESTIBULES TO KG PLAY AREA

EACH KG ROOM TO HAVE FOLL MILLWORK:1. 2X 2.4M LONG UPPER AND LOWER CABINETS (MAPLE VENEER) WITH COUNTERTOP (P-LAM) & SINK2. 30 NOs CUBBIES (300mmx300m; maple veneer) WITH WOOD BENCH BELOW3. 1X FULL HT STORAGE CABINET (1000mm W) & 3x SHELVING CABINETS (800mm H x 800mm W)

NEW ADDITION - CHILDCARE:2 CLASSROOMS (PRE-SCHOOLER & TODDLER)

TOTAL 2 SHARED WASHROOMS, EACH W/ 2 TOILETS, 2 SINKS & 1 CHANGE TABLE; 1 UNIV WR(ACCESSIBLE FROM CORRIDOR)

1 SHARED VESTIBULE TO KG PLAY AREA

PRESCHOOLER ROOM TO HAVE:1. 2X 1.8M LONG UPPER AND LOWER CABINETS (MAPLE VENEER) WITH COUNTERTOP (P-LAM) & SINK2. 24 NOs CUBBIES (300mmx300m; maple veneer) WITH WOOD BENCH BELOW3. COT STORAGE CABINET (1750mm X 700mm)4. 1X FULL HT STORAGE CABINET (900mm W) & 4x SHELVING CABINETS (800mm H x 800mm W)

TODDLER ROOM TO HAVE:1. 2X 1.8M LONG UPPER AND LOWER CABINETS (MAPLE VENEER) WITH COUNTERTOP (P-LAM) & SINK2. 15 NOs CUBBIES (300mmx300m; maple veneer) WITH WOOD BENCH BELOW3. COT STORAGE CABINET (1750mm X 700mm)4. 1X FULL HT STORAGE CABINET (1000mm W) & 3x SHELVING CABINETS (800mm H x 800mm W)

RENOVATE EXTG TO KINDERGARTEN ROOMS:

RAISE EXTG FLOOR BY 1.5M (TO MATCH 1ST FLOOR ELEVATION)NEW CMU PARTITION WALLSNEW FLOORING, CEILING & LIGHTING

1 SHARED WASHROOM (1 TOILET, 1 SINK)

1 SHARED VESTIBULE TO KG PLAY AREA

EACH KG ROOM TO HAVE FOLL MILLWORK:1. 2X 2.4M LONG UPPER AND LOWER CABINETS (MAPLE VENEER) WITH COUNTERTOP (P-LAM) &SINK2. 30 NOs CUBBIES (300mmx300m; maple veneer) WITH WOOD BENCH BELOW3. 1X FULL HT STORAGE CABINET (1000mm W) & 3x SHELVING CABINETS (800mm H x 800mmW)

RENOVATE EXTG TO CLASSROOMS / WORK RM:NEW CMU PARTITION WALLSNEW FLOORING, CEILING & LIGHTING

TYPICAL CLASSROOM TO HAVE FOLL:1. 1.8M LONG UPPER AND LOWER CABINETS (MAPLE VENEER) WITH COUNTERTOP (P-LAM) &SINK2. 1X FULL HT TEACHER'S CABINET (1000mm W); 7x OPEN SHELVING CABINETS (800mm H x800mm W)3. 3600mm LONG WALL MOUNTED COAT RACK WITH HOOKS (EG. 'STUDENT LINE' FROMARCHITECTURAL SCHOOL PRODUCTS)

WORKROOM MILLWORK TO CONSIST OF 18X 800mm W WORKSTATIONS WITH UPPERCABINETS

RENOVATE EXTG TOSPECIAL ED CLASSROOMS:

RAISE EXTG FLOOR BY 1.5M(TO MATCH 1ST FLOOR ELEVATION)

NEW CMU PARTITION WALLSNEW FLOORING, CEILING& LIGHTING

EACH CLASSROOM TO HAVEMILLWORK SIMILAR TOTYP CLASSROOMS

RENOVATE EXTG TO STAFF RM / ADMIN OFFICE:

- 'GUT' RENOVATION OF SPACE- PROVIDE 1 MALE, 1 FEMALE AND 1 UNIV WR;- 3 OFFICES, 1 MEETING ROOM, 1 COPIER ROOM- 1 KITCHENETTE IN STAFF ROOM- 1 RECEPTION COUNTER (2 WORKSTATIONS)- NEW LIGHTING / HVAC TO SUIT LAYOUT

NEW FLOORING, CEILING& LIGHTINGNEW MILLWORK PERTYPICAL CLASSROOM

NEW ELEVATOR:NEW FOOTINGS, CMU WALL SHAFT,2500 LBS, 2 STOP, HOLELESSHYDRAULIC ELEVATOR

NEW FLOORING,CEILING & LIGHTING


NEW FLOORING, CEILING & LIGHTING


ALL EXISTING STAIRS:

NEW SS HANDRAIL W/PAINTED STEEL GUARDRAILS

NEW FLOORING, CEILING, LIGHTING

NEW EXTERIOR WINDOW WHEREINDICATED

REMOVE EXTG KITCHENEQUIPMENT & PLUMBINGNEW FLOORING, CEILING,LIGHTING


EXISTING BUILDINGNEW ADDITION

A

A

AA

AA

A

A

A

AA NOTE A :

PROVIDE NEW TOILET, URINAL &'BRADLEY' WASH FOUNTAIN

WHERE EXTG, REPLACE WRPARTITIONS W/ NEW

PROVIDE NEW FLOORING, CEILING,LIGHTING

PROVIDE NEW WR ACCESSORIES

GFA OF NEW ADDITION933 M2

NEW CMU PARTITIONWALLS - TYP


3

1st FLR PLAN 1:4001


CR8 CR9 CR12 CR15CR11CR7 CR13CR10 CR14

LIBRARY

CR20 CR17CR21 CR19 CR18 CR16

OFF

MECH

STR3STR1

STR2

STR4

STR5STR6

STR7

MEC

H

WR

WR

WR

NEWUNIVWR

NEWELEV

UPPERGYMNASIUM

UPPERPOOL

UPPERGENERALPURPOSE

MECH

CORR.

CORR.

RENOVATE EXTG TO CLASSROOMS:NEW CMU PARTITION WALLSNEW FLOORING, CEILING & LIGHTING

TYPICAL CLASSROOM TO HAVE FOLL:1. 1.8M LONG UPPER AND LOWER CABINETS (MAPLE VENEER) WITH COUNTERTOP (P-LAM) &SINK2. 1X FULL HT TEACHER'S CABINET (1000mm W); 7x OPEN SHELVING CABINETS (800mm H x800mm W)3. 3600mm LONG WALL MOUNTED COAT RACK WITH HOOKS (EG. 'STUDENT LINE' FROMARCHITECTURAL SCHOOL PRODUCTS)



NEW FLOORING, CEILING & LIGHTINGNEW MILLWORK PER TYPICAL CLASSROOM

NEW ALUM. CURTAIN WALL(5.6m Wx 5m H)

NEW WINDOW(3m Wx 2.5m H)




NEW ALUM. CURTAIN WALL(5.6m Wx 5m H)



15 COMPUTER STATIONS W/POWER DATA

ALL EXISTING STAIRS:

NEW SS HANDRAIL W/PAINTED STEEL GUARDRAILS

NEW FLOORING, CEILING, LIGHTING

NEW EXTERIOR WINDOW WHEREINDICATED

NOTE A :

PROVIDE NEW TOILET, URINAL &'BRADLEY' WASH FOUNTAIN

WHERE EXTG, REPLACE WRPARTITIONS W/ NEW

PROVIDE NEW FLOORING, CEILING,LIGHTING

PROVIDE NEW WR ACCESSORIES

A

A

A

A

ROOF OF NEW ADDITION



4

2nd FLR PLAN 1:4001


REMOVE EXTGCONCRETE SIDEWALK


REMOVEEXISTINGCONC.SIDEWALK




EXTE

NT OF S

ITE W

ORK

EXTENT O

F SITE

WORK

5

2nd FLR PLAN DEMO 1:4003 1st FLR PLAN DEMO 1:4002

SITE PLAN DEMO 1:7501


Feasibility Study for Retrofit & Replacement Options ... · 1508 St Fidelis CES – Feasibility...

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