Michael Pacholok, Director

Purchasing and Materials Management Division City Hall, 18th Floor, West Tower 100 Queen Street West Toronto, Ontario M5H 2N2

Joanne Kehoe Manager Construction Services

April 26, 2016 Reply to: Michael Porcarelli Via Website Posting: 29 Pages Tel: (416) 338-5585

Addendum No. 2

Tender No. 162-2016

Re: St. Lawrence Market North Redevelopment, 92 Front Street East, Toronto, Demolition, Enabling and Archaeological Work.

Closing Date: 12:00 P.M. Noon (Local Time), April 28, 2016

Please refer to the above Tender Call document in your possession and be advised of the following information: 1. Revisions

1. Refer to Available Information Section 01 42 00:

Add: 1.2.25. Toronto Building, BUILDING PERMIT No. 14 265741 DEM 00 DM, 92 Front St E, Dated April 25, 2016, with attachments. (Enclosed 14 pages)

2. Refer to Available Information Section 01 42 00:

Add: 1.2.26. Toronto Building, BUILDING PERMIT No. 16 122462 MSA 00 MS, 92 Front St E, Dated March 31, 2016, with attachments. (Enclosed 4 pages)

3. Refer to Execution and Closeout Requirements, Section 01 70 00: Refer to sentence 1.13.4 delete part of words: “ Provide Consultant with 3…” replace with : “ No later than 60 days prior to application for certificate of Substantial Performance provide Consultants with 3…”

4. Refer to Structural Demolition, Section 02 41 16:

Refer to sentence 3.5.1.11 delete part of words: “ Owner 3rd Party Inspection Company.” replace with : “ Vibration Control Consultant …”

5. Refer to Structural Demolition Section 02 41 16 -3.5.1.6 Delete the following part sentence after the words structural slab; “as sequenced and shown on drawings”

1 of 29

6. Pricing form – Unit Prices (39 of 141) re-issued to include additional line item for the

following;

9. Excavate, remove transport and dispose of soil exceeding ICC site condition standards listed in MOECC Table 3 of Soil Ground Water and Sediment for Use under Part XV.1 of the Environmental Protection Act, April 2011

Per 50 cubic

meters

$ ___________

Replace the Pricing Form – Itemized Prices on page 38 of 141 in the Tender document with the enclosed Revised Pricing Form – Itemized Prices dated April 26, 2016, also, in reference to Addendum No. 1 replace Pricing Form – Unit Prices on page 39 of 141 in the Tender document with the enclosed Revised Pricing Form – Unit Prices dated April 26, 2016, enclosed with this Addendum.

2. General Clarifications To Questions From Bidders

Q1. The 2015 MMM letter-report Environmental Sampling – Phase 2/3 Archaeological Investigation 92 Front Street East, Toronto, ON indicates that approximately 60% of the fill/soil above native soil is contaminated with concentrations of parameters that exceed the MOECC Table 3 ICC Standard. This fill material is classified as solid, non-hazardous waste. The report states that characteristics of the fill material are similar at each sample location such that segregation of impacted and non-impacted fill will not be feasible. The report states that all fill within the Subject Property located above native soil, which they estimate to be 2000 m3, should be managed as waste exceeding MOECC Table 3 ICC Standards. It is Golder’s understanding that the Archaeological Sub-Contractor (Golder/ASI) and the Archaeological Sub-Contractor’s excavator (Wm. Petrie & Sons Contracting Ltd.) will only be responsible for excavation and disposal of the soil required to be excavated to complete the Stage 4 Archaeological Assessment, regardless of contamination. Archaeological monitoring services only will be provided by the Archaeological Sub-Contractor to fulfill site environmental remediation requirements, subsequent to the Stage 4 Archaeological Assessment. As per Section 02 21 13.23, Sub-Section 3.4.1.2 the Archaeological Sub-Contractor (Golder/ASI) will “Hire a qualified excavation sub-contractor to perform archaeological mechanic excavation portions of project and appropriate offsite removal of contaminated soils. All archaeological spoils will be removed from the site and are not to be backfilled.” and, as per Sub-Section 3.4.1.4, the Archaeological Sub-Contractor will provide “Archaeological monitoring of the excavations required to fulfill the environmental remediation requirements for removal of contaminated soils”.

2 of 29

A. Please add the following sentence shown in bold to Section 02 61 00 Sub-Section 1.2.2 “Excavations as part of the enabling works and archaeological investigations must include for the removal of identified contaminated soil for offsite disposal”. The Archaeological Sub-Contractor and the Archaeological Sub-Contractor’s excavator are only responsible for the excavation and disposal of such soil required to be excavated to complete the Stage 4 Archaeological Assessment. Please add the following sentence shown in bold to Section 02 61 00 Sub-Section 1.4.2.2 “Complete removal of contaminated soil without further contaminating surrounding soil”. The Archaeological Sub-Contractor and the Archaeological Sub-Contractor’s excavator are only responsible for the excavation and disposal of such soil required to be excavated to complete the Stage 4 Archaeological Assessment.

B. Please indicate whether the General Contractor being hired under the current Tender or the new-build contractor will be responsible for the excavation and disposal of potentially contaminated soil remaining within the project area subsequent to the completion of the archaeological excavation and the receipt of archaeological approvals from the Ministry of Tourism, Culture and Sport and City of Toronto Heritage Preservation Services.

A1. It is assumed that there is 2000 m3 of fill and it will all require management as waste.

A) The scope of work for Phase 1A assumes a volume of soil to remove all known contaminants.

B) The General Contractor for this tender is responsible for the removal of all known contaminated soils that are excavated.

Q2. Please clarify, in reference to Section 01 40 00 Sub-Section 1.15.1.1.1, whether the General Contractor or the Archaeological Sub-Contractor’s excavator (Wm. Petrie & Sons Contracting Ltd.) is responsible for completing the excavation associated with the test hole excavations required to investigate the condition of the below grade foundations of St. Lawrence Hall, the enabling works to install the temporary chiller to service St. Lawrence Hall and excavations required to accommodate future utility installations to St. Lawrence Hall, prior to the demolition of the North Market.

A2. Yes. All excavation below ground level shall be under the responsibility of the

Archaeologist sub trade for Archeology monitoring, remediation and removal of the site. The General Contractor is to determine means & methods 3 of 29

Q3. Item Nos. 5., 6., and 7. on the Pricing Form – Unit Prices, found on page 39 of 141 in the

Tender document, requests Unit Prices at Unit Measures of ‘Per 50 cubic meters’ to Excavate, remove, transport and dispose of soil meeting ICC site condition standards listed in MOECC Table 1, Table 2 and Table 3 of the Soil Ground Water and Sediment for Use under Part XV.1 of the Environmental Protection Act, April 2011, respectively. There is no exceedance limit indicated at which these Unit Prices take effect.

i. Please replace Item No. 5 to read: ‘Excavate, remove transport and dispose of soil meeting ICC site condition standards listed in MOECC Table 1 of Soil Ground Water and Sediment for Use under Part XV.1 of the Environmental Protection Act, April 2011, that exceed 1000 m3 of soil in total. Cost per 50 cubic meters.

ii. Please replace Item No. 5 to read: ‘Excavate, remove transport and dispose of soil meeting ICC site condition standards listed in MOECC Table 2 of Soil Ground Water and Sediment for Use under Part XV.1 of the Environmental Protection Act, April 2011, that exceed 1000 m3 of soil in total. Cost per 50 cubic meters.

iii. Please replace Item No. 5 to read: ‘Excavate, remove transport and dispose of soil

meeting ICC site condition standards listed in MOECC Table 3 of Soil Ground Water and Sediment for Use under Part XV.1 of the Environmental Protection Act, April 2011, that exceed 1000 m3 of soil in total. Cost per 50 cubic meters.

A3. The base scope of work includes removal of 2000 m3 of contaminated fill. The rates

identified will only become in effect if more than the 2000 m3 of fill requires removal to conduct the assessment, and if so, then soil would be managed to its quality, using the unit rates provided. i), and ii) 50 m3 is a reasonable quantity for which unit rates should apply. iii) will remain as is per Tender.

Q4. Reference to Section 5A -Specific Conditions of Contract:

(page 99 of 141 )-17. Contract Documents: Please confirm the hierarchy of the documents in relation to the Supplementary Conditions and Specific Conditions and the different limits required for Contractors pollution liability of $2M (94 of 141) vs. $5M (80 of 141)

A4 Refer to 5A – Specific Conditions of Contract, Item 18 for Order of Precedence Refer to 5A – Specific Conditions of Contract, Item 15 which amends the Pollution

Insurance amount to $5,000,000 (pg 94 of 141).

Q5. Section 5 - 11 .1.3 (79 of 141):- All Risk insurance is not amended by Section 5A (94 of 141). Please clarify if any coverage for All Risk Property insurance is required for this project as there is no new build associated with 92 Front Street East Demolition Enabling Work.

A5. Refer to Section 5 Supplementary Conditions to CCDC 2-2008 Stipulated Price Contract

Item 3.36 in it's entirety. All risk is required and identified in item #11.4.3.

4 of 29

Q6. If the temporary chiller service is considered as new build, then it is serving only the

building at 157 King Street East?

A6. Correct. The Permanent chiller service is serving only the building at 157 King Street.

Q7. Section 02 41 .16- Appendix provides list of salvaged items to be transported to various locations. Will the City provide the transportation?

A7. No, The City will not provide transportation. Transportation is part of the contract.

Q8. What is the approximate value of all the items including heritage to be salvaged, for Property in Transit coverage, if it is to be provided by the Contractor?

A8. The approximate value of heritage items to be salvaged for Property in Transit Coverage is

$2,000,000 dollars.

Q9. Reference to Available Information: 1.2.10, ECOH 2014 Pre-Demolition Survey indicates that ECOH was unable to access certain locations for survey with a note that it could possibly be aType-3 abatement. Please clarify if this information will be provided before the tender closing for us to assess the impacts on Construction Schedule and Tender Price. (Refer to NAR in the map Figure 1 - No access to Room)

A9 Only one room was not available for access. It was the ATM machine room at the south

end of the building. This room is approximately 10x10 and will be sampled by the owner once access is created. Assume contaminants are the same as the ATM vestibule outside of the room.

Q10 1.2.17, RWDI Pre-condition survey dated March 8, 2016 indicates that there are cracks in basement foundation walls, block walls, glass panes etc.,. In addition to this, notes on drawing AD1.050 indicate that foundation walls are to be waterproofed and applied with rigid insulation.

A10 The existing walls are not to be insulated and waterproofed. Only the new wall at the closure of the existing tunnel is to be insulated and waterproofed.

Q11 Please confirm the extent of consolidation wall repair work, if any, required to be done on existing building prior to demolition work begins.

A11 No repairs to the existing St. Lawrence Hall (157 King Street) are required.

5 of 29

Q12 What are the conditions of the Demolition Permit that we should know of. A12 Refer to Revision #1 – Page 1 of this addendum

Q13 1.2.18, 1.2.19, & 1.2.21: Do the scope of work and conditions stipulated in the Prequalification documents form part of Tender or Contract?

A13 The Scope of Work in the pre-qualification documents has been modified. The Scope of

Work for this contract is as per the Tender Documents 162-2016. Yes, Conditions do form part of the Tender specifically identified on page 44 of 141 Item 6.0 Pre-qualified Contractors and Sub-Contractors.

Q14 1.2.23, MMM Arc phase 2-3 Addendum, dated October 26, 2015 recommends that a quantity of 2,000 m3 of fill to be managed as waste. Please confirm the scope that all the excavated materials from the trenches will be disposed of by the Archeological subcontractor.

A14 All excavation required to complete the environmental remediation removal of

contaminated soils, shall be removed by the Archaeologist Excavation contractor including and monitored by the licensed archaeologist as per specified in the Tender Documents.

Q15 Will the trenches and unexcavated areas be left on site for the next phase after the Phase

1A completion date? A15 Yes. Q16 What are the site security requirements other than the lockable hoarding site enclosure

specified in the documents?

A16 The Contractor shall be responsible to employ whatever means as required to maintain security of the Work of this contract from the time the site is turned over to the contractor until all Work has been completed.

Q17 Are any security guards, patrol required for the project? A17 The Contractor shall be responsible to employ whatever means as required to maintain

security of the Work of this contract from the time the site is turned over to the contractor until all Work has been completed.

6 of 29

Q18 Please provide specific site security requirements, if needed, during night time and for

the. period of Phase 1 A Archeological investigation work and findings (Section 01 4000-1.15.1.5).

A18 The Contractor shall be responsible to employ whatever means as required to maintain

security of the Work of this contract from the time the site is turned over to the contractor until all Work has been completed.

Q19. Reference to Tender Submission Package: Section 3 - Tender Submission Package, Unit Price #8, GC monthly cost: Where do we find Bid form item '3.1.2 for the archeological filed mitigation work on the site'?

A19 Bid form item 3.1.2 does not exist. This should read Section 3, Item 1. Schedule to be read

with Section 4, Item 5.2

Q20 Section 2. (25 of 141) indicates that the List of Subcontractors (39 of 141), Corporate

Profile Report are to be provided upon request.

A20 List of Contractors Form (page 40 of 141) is requested during the bid submission as part of Bid Pricing Submission. Corporate profile is upon request within 5 days as noted on page 25 of 141.

Q21 Can we also fill in the Schedule (41 of 141 and submit upon request due to the unpredictability of project schedule mentioned heretofore.

A21 No. You may not fill in the schedule at a later date. The Schedule on page 41 of 141 is a

requirement of the Bid Pricing Submission as requested.

Q22 Reference to Tender drawings & Project Manual: Section 02 41 16 -3.5.1.6: indicates that the removals of structural slab as sequenced and shown on the drawings. We do not have a sequence on drawing. 3.2.4.1: indicates 'locate steel tendons and include recommendations for detensioning'. Isn't the precast pre-stressed? Please confirm.

A22 Refer to Revision # 5 above on page 1 of this addendum. In reference to pre-stressed,

General Contractor to verify on site. As built information has been provided. 7 of 29

Q23 Section 00 31 19.13: Vibration Controls Consultant is retained by the Owner for

monitoring vibration levels. Please clarify if any other vibration consulting/monitoring services are to be retained by Demolition/General Contractor than cooperation and communication with VCC.

A23 The General Contractor is to provide vibration control monitoring.

Refer to Quality Control Section 01 40 00 all testing required by code or governing authorities and required by the contract documents shall be arranged and paid by the contractor. With regards to Vibration Control refer to Movement & Vibration Information, Monitoring & Control Section 00 31 19.13

Q24 Drawing SD-001: Considering the proximity and depth of existing hall footings as shown, confirm if any underpinning to existing foundation is required for the excavation and removal of service trench.

A24 The existing SLH footing elevations are unknown. The test pits specified refer to drawing

SD-001 will confirm. Based on the findings of the test pits the requirements of Detail 1 /SD-001 are to be employed.

Q25 What is the fill-in detail for the service trench opening at the hall foundation wall? Can

we abandon the service trench below the ground for removal by next phase? Please confirm.

A25 Refer to dwg AD1.050 Rev G, as shown on details 8 and 9. The existing service trench must

be removed in this contract. Q26 Section 26 05 01.00-1.16 notes that temporary light and power for construction shall be

provided by the electrical trade. Please provide us the power source and if it can be obtained from 157 King Street East building?

A26 Power is by the General Contractor and is not available from 157 King Street East.

Q27 Who is responsible for paying the power consumption charges? A27 The General Contractor is to arrange and pay for all temporary services including power.

Q28 Provide details on temporary lighting for perimeter of hoarding, if required in addition to

the existing light poles.

8 of 29

A28 Perimeter site lighting to be provided to maintain a min of 10 LUX as indicated on Drawing ED1-000 Rev C

Q29 Section 260001-1.4: Is there an approved fire alarm contractor for this work? A29 The current maintenance contractor is FireTronics. The current monitoring company is

Grahame Alarm.

Q30. Drawing MD1.000: Is the existing gas service from Jarvis abandoned or removed? A30 General Contractor to make arrangements with Enbridge for removal of gas service to 92

Front St.E Q31. Section 01 7846: Please provide the required extra stock materials for mechanical and

electrical items in the respective drawings and specification sections.

A31 Refer to section Extra Stock Materials section 01 78 46

Q32 Where is the section 330523.00 - Excavation for Electrical required? A32 This section is required based on the General Contractors means and methods for power

and services to the site.

Q33 As per Report #23 there are portions of the underlying material beneath the existing building and surrounding that are contaminated and are noted to be treated as a Table #3 remediation. In discussion with the Archeologists Contractor that is specified we are being told that they will not be removing this material unless it is in direct contact or excavation of their work to complete the Stage 4 report.

A33 Removal and remediation of all excavated contaminated material is to be completed under Phase 1A scope

Q34 Can you please confirm that this material is to remain on site and will be dealt with on the next phase of work or if it is to be removed by the successful G.C.

A34 All excavated material shall be remediated and removed from the site under this contract.

Q35 Please note that as per drawings there is a requirement to remove an existing trench and

complete excavation for the new location for the temporary chiller, please advise if this work is to be carried/included with the work of the Archeologists or if the G.C. is to include this scope of work.

9 of 29

A35 All excavation below ground level shall be under the responsibility of the Archaeologist sub trade for Archeology monitoring, remediation and removal of the site. The General Contractor is to determine means & methods.

Clarifications

1. Refer to Table of Contents in spec documents and Table of Contents Page 47 of 41 and Tender Breakdown Table – page 36 of 141. Division 21 – Fire Suppression should read Division 21 - Mechanical

2. In reference to the following information on the front cover (page 1 of 141) of the tender

document under the heading, DESCRIPTION:

"This Tender is for the pre-qualified bidders only that have pre-qualified from RTP No. 3910-15-5029, 3910-15-5030 and 9176-16-5021 Refer to Section 2, Article 2 of this Tender document."

Please note bid submissions are requested from the Pre-qualified General Contractors only that have pre-qualified from Request To Pre-qualify No. 3910-15-5029.

Request To Pre-qualify No. 3910-15-5030 (Building Demolition Sub Contractors) and 9176-16-5021 (Archeological Services) refers to the sub trades that have been pre-qualified to provide pricing to the General Contractors for the mentioned work they pre-qualified for this project.

For further information please refer to the tender document Section 2 – Information for Bidders, item 2. Pre-Qualified Bidders, page 18 of 141.

Please note that the Deadline for Questions has passed. All other information regarding the call document is unchanged. All other terms and conditions remain the same. Should you have any questions regarding this addendum contact Michael Porcarelli, Corporate Buyer, at email mporcar@toronto.ca. Please attach this addendum to your Request for Tender document and be governed accordingly. Bidders must acknowledge receipt of all addenda on the space provided on the Tender Call Cover Page as per the Process Terms and Conditions, Section 1, Item 8 - Addenda, of the Tender Call document. All other aspects of the Tender remain the same.

Yours truly, Joanne Kehoe, Manager, Construction Services, Purchasing & Materials Management

10 of 29

Section 3 – Tender Submission Package Revised Pricing Form – Itemized Prices

Tender Call No. 162-2016 Contract No. N/A (Addendum No. 2 April 26, 2016)

Revised Pricing Form – Itemized Prices St. Lawrence Market North Redevelopment, 92 Front Street East, Toronto, Demolition, Enabling and Archaeological Work.

NAME OF CONTRACTOR: _________________________________________________________ The Bidder must complete and submit the following Itemized Prices Form within five (5) working days upon being contacted by the City. Failure to submit the documents within this time limit will result in disqualification of the Bid. We, the Bidder, provide below the requested breakdown of items of Work included in our bid price (as entered in the Price Form). It is understood that these itemized prices are provided for information purposes only and will not be used to modify the scope of the Work and adjust our bid price. 1. ITEMIZED PRICES

THE FOLLOWING ITEMIZED PRICES ARE INCLUDED IN THE BASE BID.

1.1 The following Itemized Prices are identified as INCLUDED in the tender price and include labour, materials, products, equipment, services, overhead, profit, (both Sub-Contractors and General Contractor) insurance, disbursements, related charges, duties and taxes (excluding HST), and represent the actual installed cost to the Owner.

Item No.

Item Description Price $

1.

Excavate, remove and dispose of contaminated soils by the Archaeology sub-trade.

$ _____________________

2.

Preparation, assembly and expedited review of the Preliminary Archaeology Report submission.

$ _____________________

3.

Cost for the Final Archaeological Report submission and approval of the Ministry of Tourism, Culture and Sport and the City of Toronto Heritage Preservation Services.

$ 25,000.00

4.

Assemble and prepare 50 Artifacts selected by the Archaeologist Sub-contractor for presentation to City of Toronto Heritage Preservation Services for the Heritage Interpretation Plan.

$ _____________________

5.

The monthly cost to maintain the construction supervisor, site trailer, overheads, temporary services and site safety for the duration of the planned archaeological field mitigation work on the site, as defined in the Work Phase 1A.

$ _____________________

11 of 29

Section 3 – Tender Submission Package Revised Pricing Form – Unit Prices

Tender Call No. 162-2016 Contract No. N/A (Addendum No. 2 April 26, 2016)

Revised Pricing Form – Unit Prices St. Lawrence Market North Redevelopment, 92 Front Street East, Toronto, Demolition, Enabling and Archaeological Work.

NAME OF CONTRACTOR: _________________________________________________________

1. UNIT PRICES

1.1 The following Unit Prices will be used as required to compute the value of additions and /or deletions to the Contract.

1.2 The following Unit Prices are indicated as EXTRA to the Stipulated Price – Net Amount and are not included in the tender price. Unit prices include labour, materials, products, equipment, services, overhead, profit, (for both Sub-Contractors and General Contractor) insurance, disbursements, related charges, duties and taxes (excluding HST), and represent the actual installed cost to the Owner.

Item No:

Item Description Archaeology Unit of Measure

Unit Price $

1. Laboratory processing and analysis of artifacts that exceed 20,000 items in

total. Cost per 100 units. Each for 100

items.

$ _____________

2. Faunal specialist analysis as required by MTCS for Stage 4 projects that

exceed 5,000 Faunal specimens for analysis in total. Cost per 1each specimen unit.

Each for 1 spécimen unit.

$ _____________

3. Floral specialist analysis as required by MTCS for Stage 4 that exceed 200

liters of Floral specimens for analysis in total. Cost for one liter. Each for one liter unit.

$ _____________

4. Preparation of Stage 4 Artifact collection for transfer to The City of Toronto

according to Sustainable Archaeology Standards. Each for one box.

$ _____________

5. Excavate, remove, transport and dispose of soil meeting PRICC site condition

standards listed in MOECC Table 1 of Soil Ground Water and Sediment for Use under Part XV.1 of the Environmental Protection Act, April 2011.

Per 50 cubic meters.

$ _____________

6. Excavate, remove, transport and dispose of soil meeting ICC site condition

standards listed in MOECC Table 2 of Soil Ground Water and Sediment for Use under Part XV.1 of the Environmental Protection Act, April 2011.

Per 50 cubic meters.

$ _____________

7. Excavate, remove, transport and disposal of soil meeting ICC site condition

standards listed in ed MOECC Table 3 of Soil Ground Water and Sediment for Use under XV.1 of the Environmental Protection Act, April 2011.

Per 50 cubic meters.

$ _____________

8. The monthly cost for the General Contractor or to maintain the construction

supervisor, site trailer, overheads, temporary services and site safety beyond the duration as noted in the bid form item 3.1.2 for the archaeological field mitigation work on the site.

Per month.

$ _____________

9.

Excavate, remove transport and dispose of soil exceeding ICC site condition standards listed in MOECC Table 3 of Soil Ground Water and Sediment for Use under Part XV.1 of the Environmental Protection Act, April 2011.

Per 50 cubic meters

$ _____________

12 of 29

This card must be kept posted in a conspicuous place on site of construction.

BUILDING PERMIT

92 FRONT ST E

Multiple Use/Non Residential;

Demolition

Monday April 25, 2016

Site Address

Project Description

Date Issued

Building

Chief Building Official andExecutive Director

Ann Borooah

Mario AngelucciDeputy Chief Building Official and

Director

Toronto and East York District100 Queen Street WestToronto, ON M5H 2N2

4163927539 Tel:

14 265741 DEM 00 DMThis Building Permit has also been reviewed and approved under the provisions of the Ontario Heritage Act.

13 of 29

Toronto and East York DistrictBuilding

Please see the second page of this letter for additional requirements and inspection information.

Mario Angelucci Issued by: Millar, JenniferDeputy Chief Building Official Date Issued: April 25, 2016Toronto and East York District

THIS IS YOUR PERMIT TO CONSTRUCTPERMIT NUMBER: 14 265741 DEM 00 DM

Owner: Address: CITY OF TORONTO C/O PAT CARROZZI (FACILITIES & REAL ESTATE)

55 JOHN ST FLOOR 2TORONTO ON M5V 3C6

Project Description:

Project Location:

Multiple Use/Non Residential; Demolition

Ward:

92 FRONT ST E

The referenced permit number listed above and on your permit placard also appears on all plansreviewed for this building permit application. The validity of this permit is restricted to theperson/company named as owner. Permit ownership cannot be transferred unless prior writtenauthorization is given by the Chief Building Official.

The issuance of this permit is based on the drawings, specifications, details and informationsubmitted with the application. The submitted documents have been reviewed for compliance withthe Ontario Building Code, Zoning By-laws, applicable regulations and legislation.

The extent of construction authorized under this permit is limited to the description contained herein as follows:Proposal to demolish existing 1 storey farmers/antique market building (St Lawrence Market North). See BLDfor proposed new building 14 265709 BLD.

Stated work and use must be in accordance with the plans, specifications, building permit notes and otherinformation issued with this building permit. Changes to any documents submitted are not to be made unlessprior authorization is obtained from the Chief Building Official or designate. False information may be groundsfor revocation of the building permit.

Notwithstanding, it is the responsibility of the owner to comply with requirements of the Ontario BuildingCode and applicable laws as well as to ensure compliance ..

The permit placard must be posted in a conspicuous place on the construction site.

14 of 29

Toronto and East York DistrictBuilding

Please leave a telephone number where you can be reached or a message can be left.

WHEN YOU BEGIN DEMOLITION/CONSTRUCTION ...

Site FencingAs soon as construction or demolition starts, your site must be entirely surrounded by afence which is in compliance with the City of Toronto Municipal Code Chapter 363,Article III.

Any construction which generates noise is prohibited in residential areas between the hours of7:00 p.m. one day to 7:00 a.m. the next day, 9:00 a.m. on Saturdays, and all day Sunday andStatutory holidays.

Construction Noise

http://www.toronto.ca/legdocs/municode/1184_363.pdf

spaced no more than 1.2 metres apart with an 11 gauge top and bottom wire threaded through themesh and looped around each post. The Municipal Code is available on the City website at:

Inspection Stages

* Occupancy * Demolition

When To Call For InspectionYou are required by Division C, Part 1, Article 1.3.5.1. of the Ontario Building Code, to notifythe building inspection office at several prescribed stages of construction. Please contact thebuilding inspection office at the telephone number listed below, when each of the followingstages are substantially complete:

To Schedule your Next Mandatory Inspection

When you are ready to book your inspection, contact your local buildinginspection office by telephone at Alternatively, you may alsomake contact by fax 416-696-4151 or by email to TOBldgInsp@toronto.ca.

416-338-0700.

Inspections will take place within two days commencing at the start of business on the day followingyour notification (Inspection Request).

PERMIT PLANS MUST BE ON SITEYour permit plans and specifications must be on site at all times. Inspections are conducted with yourcopy of the plans.

The inspector assigned to your project is Bill Tan (416) 338-5758

The minimum requirement is plastic mesh fencing, 1.2 metres high, tied to posts

15 of 29

Toronto Building

Toronto City Hall

12th Floor, East Tower

100 Queen Street West

Toronto, Ontario, M5H 2N2April 25, 2016

Ann Borooah

Chief Building Official and Executive Director

Building

BULLETIN - CONSTRUCTION SAFETY

The responsibilities of the City of Toronto under the Occupational Health and Safety Act apply to all our employees regardless of the location at which they are working.

Responsibilities for the Construction Safety Regulations on construction sites are clearly spelled out in the Act under the definitions of constructor, employer, supervisor and worker.

The City of Toronto believes that the goal of safe and injury free construction sites is a priority for all parties involved in building construction.

Safety training for the City of Toronto Building Inspectors is mandatory. However the delivery of a safe working environment on construction sites must include the compliance of individual builders with the Occupational Health and Safety Act.

Safety measures include the following:1. Temporary guards on all openings,2. Correct use of ladders,3. Temporary or permanent stairs above or below grade by the time the sub floor is complete,4. Clear and safe access to the site,5. Protection of trenches and excavation below four feet deep, and 6. Correct use of fall prevention equipment where required.

As the employer responsible for the safety of building inspectors, the City of Toronto has instructed its BuildingInspectors not to conduct inspections on sites where conditions exist that could jeopardize their health and safety.

4. Access to the site has impediments or hazards, or5. Trenches or excavations lack required shoring or slope of bank.

Prior to calling for an inspection the appropriate safety measures shall be in place as a site inadequately provided with these measures is not ready for inspection. The City of Toronto Building Inspectors will cooperate with builders regarding the timing of making provision for these safety measures. However, if the measures are not provided, an Order Not To Cover could be issued and the Ministry of Labour informed.

We look forward to working with you toward the goal of a safe environment for all workers.

Notice of Project - Please be advised that the Ministry of Labour requires a Notice of Project be filed with them before starting any project costing $50,000 or more.

For more information about the Notice of Project form, please contact your local Ministry of Labour regional office at 416-314-5421 or 1-800-991-7454. Ministry of Labour construction information is available on their website at: http://www.labour.gov.on.ca/english/site/construction_info.html

Construction of the work approved in this building permit must be carried out with reasonable care to ensure protection for everyone on the construction site from the hazards associated with all overhead and underground power lines. Obtain further information at: http://www.torontohydro.com/powerlinesafety

The following are examples of conditions which may jeopardize the health and safety of inspectors:1. Guards are missing,2. Ladders do not meet regulations,3. Temporary or permanent stairs, above or below grade, to all floor levels are not provided as required.

16 of 29

Building Classification Fee(unless otherwise indicated)

Value in Square Meters

unless otherwise indicated

Dollars per Square Meter

Service Index

TORONTO MUNICIPAL CODE 441 FEES AND CHARGES

Appendix C - Schedule 8, Toronto Building 14 265741 DEM 00 DM

92 FRONT ST E Total Permit Fee $334.10

Work Proposed Demolition Sub Multiple Use/Non Residential

C. Demolition:

334.100.13All buildings and occupancies 2570

Total Permit Fee $334.10

Page 1 of 1 As of 25/04/2016 11:31:4517 of 29

Heritage Advisory CommentsThe reviewed plans and specifications must be available on site during construction/demolition. Changes to these plans and specifications are not tobe made unless prior written approval is obtained from the Chief Building Offical and the Manager, Heritage Preservation Services.

The owner/permit holder is required to comply with the following Permit Notes, which are part of the reviewed permit documents:

Any modification to the drawings included as a part of this application must be approved by Heritage PreservationServices

This property will be subject to archaeological assessment under the provisions of the Ontario HeritageAct. . Archaeological monitoring during the demolition process is requiredd in accordance with theDemolition Monitoring Strategy submitted by the applicant, dated Dec. 11, 2014.

Archaeological monitoring under the direction of an archaeologist licenced by the Province of Ontario isrequired for:

-any excavations required to complete the enabling works to install the temporary chiller to service St.Lawrence hall/ the demoliton of the North Market superstructure to grade only/the removal of theconcrete floor slab of the North Market/Any excavations required to complete the environmentalremediation removal of contaminated soils, following completion of Stage 2/3 fieldwork.

*** Heritage Advisory Comment ***

This property will be subject to archaeological assessment under the provisions of the Ontario HeritageAct. . Archaeological monitoring during the demolition process is requiredd in accordance with theDemolition Monitoring Strategy submitted by the applicant, dated Dec. 11, 2014.

Archaeological monitoring under the direction of an archaeologist licenced by the Province of Ontario isrequired for:

-any excavations required to complete the enabling works to install the temporary chiller to service St.Lawrence hall/ the demoliton of the North Market superstructure to grade only/the removal of theconcrete floor slab of the North Market/Any excavations required to complete the environmentalremediation removal of contaminated soils, following completion of Stage 2/3 fieldwork.

Additional Comments

Name:

Title:

Paul Maka

Preservation Officer

17th Floor, East Tower100 Queen Street WestToronto, ON M5H 2N2pmaka@toronto.ca

Contact Info:

18 of 29

A-43a DEMOLITION PERMIT APPLICATIONSAttachment 3 of 4

Page 1 of 1

PROTECTION NOTE

Implement measures necessary for the protection of adjoining structures from damages that may result from

demolition.

Pre-Demolition Notes:

1. Disconnect and cap all services to the building.

2. Remove all designated substances and hazardous materials in accordance with applicable legislation and

guidelines.

3. Remove all glass.

4. Erect hoarding/fencing and necessary to secure site.

5. Mitigate/suppress dust migration as outlined in accordance with the Healthy Environment’s requirement.

The attached demolition permit has been issued on condition that where the structure to be demolished is part of

a semi or abuts another structure:

1. Basement walls exposed by the demolition will be dampproofed, waterproofed and provided with

adequate drainage in accordance with Part 5 or Section 9.13 and 9.14 of the Ontario Building Code.

2. All holes created by the removal of joists from the dividing wall will be properly filled.

3. The dividing wall will be insulated to provide adequate thermal resistance in compliance with Part 5 or

Section 9.25 of the Ontario Building Code.

4. Flashing and cladding is provided to prevent penetration of rainwater into the dividing wall; and

5. Adequate steps will be taken to protect the remaining building from demolition damage, and from fire in

conformance with Part 9 of the Fire Code.

Demolition Clean Up Notes

The site shall be left: free from holes or excavations; clear, clean, graded and with suitable ground cover, to

prevent ponding and soil erosion.

Fire Prevention during Demolition:

Prevention or control of fire, and protection from fire of adjacent occupied spaces and adjoining properties, shall

conform to Part 8 of the Ontario Fire Code.

19 of 29

06/24/02

Building Ontario Fire Code Demolition Requirements

Demolition work shall comply with the following Ontario Fire Code requirements:

SECTION 8.1 GENERAL

Subsection 8.1.1. Application

Application 8.1.1.1. This Part applies to the prevention or control of fire during any demolition and the protection from fire of adjacent occupied spaces and adjoining properties. Subsection 8.1.2. Requirements

Building services 8.1.2.1. Existing building services that may be affected by demolition so as to cause a fire hazard shall be protected or be shut off and capped. Firewatch 8.1.2.2. (1) During periods when demolition operations will create a fire hazard to neighbouring properties or partially occupied spaces, a firewatch shall be provided.

(2) Where a firewatch is required, the demolition site shall be toured at least once each hour.

(3) The firewatch personnel shall be provided with a means of communication with the fire department, and be equipped with portable illumination and protective equipment.

(4) Prior to commencement of demolition, a plan conforming to Sentence (5) shall be prepared and implemented for the demolition site.

(5) The plan required by Sentence (4) shall include

(a) the designation and organization of site personnel to carry out fire safety duties, including firewatch if applicable,

(b) the emergency procedures to be used in case of fire, including

(i) sounding the alarm throughout the building ,

(ii) notifying the fire department , and

(iii) instructing site personnel on procedures to be followed when the fire alarm sounds,

(c) the control of fire hazards in and around the building , and

(d) the maintenance of fire fighting facilities. Storage of combustible salvage 8.1.2.3. (1) Combustible salvage, combustible waste material and rubbish shall not be permitted to accumulate on site in such quantity or such location as to cause a fire hazard.

(2) Where temporary chutes are installed on the exterior of a building they shall

(a) be of noncombustible material, or

(b) be installed a distance of at least 3 m from any opening in the building face.

Removal of combustible waste 8.1.2.4. Rubbish shall not be burned on the premises unless permitted in accordance with Article 2.6.3.4. Welding and cutting 8.1.2.5. Electric or gas welding and cutting equipment and the installation, operation and maintenance of electric or gas welding and cutting equipment shall be carried out in conformance with the requirements of Section 5.17. Standpipe systems 8.1.2.6. (1) During the demolition of any building with a standpipe system, the standpipe system complete with fire department connections, valves, couplings and hose, shall be maintained two floors below the level of the floor being demolished.

(2) Where no fire department standpipe connections exist in buildings 4 storeys or more in building height in buildings under demolition, a temporary connection shall be provided.

(3) In buildings not equipped with a standpipe system and over 8 storeys in building height, a temporary standpipe shall be provided.

(4) Standpipe systems shall be kept in such condition that they may be connected near street level, to a fire department pump, so as to supply water to every outlet on each floor.

(5) In buildings over 84 m in height, primary water supplies serving standpipe systems, including fire pumps, shall be maintained in operating condition in buildings under demolition. Access 8.1.2.7. (1) Fire fighting access routes shall be maintained in conformance with Section 2.5.

(2) Elevating devices shall be accessible for the use of firefighters for buildings more than 36 m in building height, measured between grade and the floor level of the top storey. Portable extinguishers 8.1.2.8. (1) Portable extinguishers shall be provided in buildings under demolition in conformance with Subsection 6.2.6. as if the building were graded for ordinary hazard under Subsection 6.2.5.

(2) Portable extinguishers required under Sentence (1) shall be maintained in conformance with Section 6.2.

20 of 29

- 1 -

Dr. Howard Shapiro Director, Healthy Environments

& Associate Medical Officer of Health

Dr. David McKeown Medical Officer of Health

Public Health 277 Victoria Street 5th Floor Toronto, Ontario M5B 1W2

Tel: 416-392-1356 Fax: 416-392-0713 hshapir@toronto.ca www.toronto.ca/health

Reply: Paul Di Salvo Tel: 416-338-8059 Fax: 416-338-1643

November 27, 2015 Tamer Mikhail Manager, Plan Review Toronto Buildings Re: Demolition Permit Application No. 15 265741 DEM 00 DM – 92 Front St. E. Thank you for your request for comments on the above referenced application to carry out demolition and/or alteration of site building(s) located at 92 Front Street East (the Subject Building[s]) in the City of Toronto. Section 30 of the Occupational Health and Safety Act (OHSA) requires that a designated substance audit be conducted and a list of hazardous materials be presented to a contractor and sub-trades prior to tendering or offering work on a construction or demolition project. An owner that fails to comply with Section 30 is liable to contractors and sub-contractors in the event that they suffer any loss or damages as a result of non-compliance with the OHSA. The eleven designated substances are acrylonitrile, arsenic, asbestos, benzene, coke oven emissions, ethylene oxide, isocyanates, lead, mercury, silica, vinyl chloride. Polychlorinated Biphenyl’s (PCBs) and Ozone Depleting Substances (ODSs) as well as other materials considered hazardous are usually noted in the Designated Substances Survey as they may require special handling, storage and disposal measures in the construction/demolition process. The applicant submitted the following document(s) for review: 1. Pre-Demolition Survey for Designated Substances, prepared by ECOH Management Inc.

(‘ECOH'); dated December 19, 2011; Project No. 13886. 2. Demolition and Excavation Dust Control – 92 Front St. E., Toronto, ON; dated October 7,

2015. The document(s) noted above was reviewed by staff at Healthy Environments who offer the following comments:

21 of 29

- 2 -

Comments: Based on the application submitted to the City of Toronto Buildings Department it is understood that demolition is planned for the Subject Building(s) (the “Work Area”). ECOH was retained to conduct an assessment of designated substances and hazardous materials within the Work Area. A representative of ECOH conducted a site visit(s) on November 7-9, 2011. The following comments provided by staff at Healthy Environments refer only to those designated substances and/or hazardous materials confirmed present or presumed to be present in the Work Area: Designated Substances Asbestos Bulk samples of suspect Asbestos Containing Materials (ACM) were collected and submitted for laboratory analysis to determine if asbestos is present. The analytical results indicated the following materials are confirmed or assumed ACM in various areas throughout the Work Area:

Parging cement mechanical pipe insulation on pipe fittings in: the Custodian Closet (Location 4), Snack Bar (Location 5), Electric Room (Location 14), Chiller Room (Location 15), and HVAC Room (Location 16)

Aircell mechanical pipe insulation on straight sections of piping in: the Electric Room (Location 14), HVAC Room (Location 16), and Garage Area (Location 20)

Transite cement board on walls throughout the Main Hall (Location 1) Smooth white plaster on ceilings in the Main Hall (Location 1), Women's Washroom

(Location 2), Men's Washroom (Location 3), Snack Bar (Location 5), Office (Location 6), Garage Washroom (Location 19), Storage Washroom (Location 22), and on the Stage (Location 17)

3 types of vinyl floor tiles: (1) 12"x12" beige with white streaks; 12"x12" brown; 12"x12" peach; 12"x12" cream

It is possible for ACM to remain in several hidden structural components of the building(s) warranting further investigation prior to commencing work in the current Work Area. For example, asbestos-containing pipe insulation may also be present within the wall, ceiling, and floor cavities throughout the building. The following materials can be presumed ACM: adhesives; components or wiring within motor controls centers, breakers, motors, or lights; concrete levelling compound; fire-door cores; insulation on or in high voltage wiring; mechanical packing, ropes and gaskets; and paper products where inaccessible (e.g. under wood flooring or under

22 of 29

- 3 -

metal or slate roofing). Further materials that may be present in the Work Area (e.g. buried services, such as underground piping; floor levelling compounds; packing materials and gaskets in valves and fittings; roofing materials; etc.) should be considered to be ACM. Should suspect ACM be uncovered during demolition activities, all work in the areas that may disturb the material should be stopped and samples of the suspect material should be collected and submitted for laboratory analysis to determine the presence of asbestos fibres. Confirmed ACM should be handled in accordance with all applicable regulations and guidelines. Lead Lead is reported to be present in the Work Area as: glaze on ceramic tiles on walls in Women's Washroom (Location 002), Men's Washroom (Location 003) and the TD Bank ATM Room (Location 24). Moreover, lead may be present within the copper domestic water pipes as well as in the following building components: (1) in lead acid batteries in emergency lighting; (2) a component in ceramic building products such as tiles and bricks; (3) a component of the solder on sweated joints between copper pipe and fittings; (4) a component of solder on wire connections of electric components; (5) a component of solder used to seal the bell fitting of cast iron water leader pipes; and (6) as a malleable metal sheeting/flashing around roof edges, vent stacks, HVAC fixtures, etc. A lower limit has not been set where precautions are not necessary to protect workers from exposure to lead. Therefore, it is important to apply general health and safety measures that include dust suppression, proper respiratory protection and protective clothing as appropriate. Exposures by inhalation, ingestion or absorption through skin may result from lead dust generated by sanding, grinding, polishing and sawing operations. Heating lead containing materials to temperatures above 500 degrees Celsius will result in the production of lead fumes. Handling of all lead-containing materials should be conducted in accordance with the Ministry of Labour Guideline, Lead on Construction Projects. Disposal of lead waste materials is regulated by Ontario Regulation 347 (O. Reg. 347). Mercury Mercury is reported to be present within possible paints and adhesives as well as fluorescent light tubes (in vapour form) within the Work Area. Specifically, approximately 10 fluorescent light tubes were observed throughout the Work Area. However, mercury is also commonly reported to be present in materials such as: (1) in liquid filled reservoirs in thermostats and sump pump level switches; (2) as a gas in fluorescent light tubes; and (3) as a bactericide or stabilizer in paints and caulking.

23 of 29

- 4 -

Mercury-containing equipment should be removed and recycled by a licensed contractor and discarded at a receiver licensed by the Ministry of the Environment. Handling and disposal of all mercury-containing materials should be made in accordance with all pertinent regulations and guidelines. Silica Silica is reported to be present in the Work Area in (1) concrete and masonry elements and (2) brick and mortar. A number of building materials within the Work Area may also contain crystalline silica, namely: concrete base; drywall surfaces; plaster finishes; brick/block finishes; and lay-in ceiling tiles. Other similar materials may contain silica in the Work Area. During a demolition, it is likely that silica dust will be generated and steps such as wetting down the area are to be taken to minimize the silica dust. Proper personal protective equipment is to be provided and worn as necessary. The Ministry of Labour Guideline, Silica on Construction Projects provides guidance in controlling exposure to silica during construction activities. Other Hazardous Materials Polychlorinated Biphenyls (PCBs) PCBs are reported to be present in the Work Area within fluorescent light ballasts. However, PCBs may also be present as an additive in caulking and elastic sealant materials as well as roofing material. All fluorescent lights should be disassembled to observe serial codes and then be compared to standard PCB Identifier Code Literature. Ontario Regulation 362 governs the maintenance of PCB waste storage and movements of PCB waste. Prior to the demolition, all PCB wastes must be removed from the building, packaged in accordance with SOR/2008-273 and incinerated at a provincially or federally permitted destruction facility. Electrical equipment containing liquids or compounds which contain PCB’s in excess of 50 ppm is also considered a PCB waste and should be handled and disposed of in accordance with all pertinent regulations. Dust Control Measures Appropriate dust control measures and personal protective measures embedded in Occupational Health and Safety legislation including applicable guidelines and regulations designed to provide protection for workers onsite. It is presumed that the area to be demolished will not be publicly accessible during construction/demolition and renovation activities nor will the Work Area be a public through-fare at any time during said activities. Therefore the protective measures mandated by Occupational Health and Safety Law are supported by the Medical Officer of Health.

24 of 29

- 5 -

Based on the information provided by the applicant, Healthy Environments, Toronto Public Health staff have no objection to the issuance of the demolition permit. It is recommended that the demolition permit be issued contingent on strict adherence to the following recommendations: Recommendations: 1. The removal, disposal and handling of all hazardous materials including, but not

limited to asbestos, lead, mercury, silica and PCBs shall be conducted in accordance with the Ministry of the Environment and the Ministry of Labour regulations and guidelines.

2. The owner shall ensure the implementation of mandated dust control measures during demolition/construction approved by the Medical Officer of Health.

Note: Please be further advised that a Notice of Project is filed with the Ontario Ministry of Labour as required. Should there be any questions, please contact the undersigned at 416-338-8059. Yours truly,

Paul Di Salvo GradCertPH, MSc., CPHI(C) Environmental Health Specialist Healthy Environments Technical and Support Team (HETS) Toronto Public Health 44 Victoria St., 18th floor, Toronto, ON, M5B 1W2 Cc: Dorothy Holster, MOL Cc: Kevin Webster, MOE Cc: City of Toronto, c/o Pat Carrozzi 55 John St., Toronto, ON, M5V 3C6

25 of 29

This card must be kept posted in a conspicuous place on site of construction.

BUILDING PERMIT

151 KING ST E

Other;

Other(MS)

Thursday March 31, 2016

Site Address

Project Description

Date Issued

Building

Chief Building Official andExecutive Director

Ann Borooah

Mario AngelucciDeputy Chief Building Official and

Director

Toronto and East York District100 Queen Street WestToronto, ON M5H 2N2

4163927539 Tel:

16 122462 MSA 00 MSThis Building Permit has also been reviewed and approved under the provisions of the Ontario Heritage Act.

26 of 29

Toronto and East York DistrictBuilding

Please see the second page of this letter for additional requirements and inspection information.

Mario Angelucci Issued by: Millar, JenniferDeputy Chief Building Official Date Issued: March 31, 2016Toronto and East York District

THIS IS YOUR PERMIT TO CONSTRUCTPERMIT NUMBER: 16 122462 MSA 00 MS

Owner: Address: CITY OF TORONTO C/O PAT CARROZZI (FACILITIES & REAL ESTATE)

55 JOHN ST FLOOR 2TORONTO ON M5V 3C6

Project Description:

Project Location:

Other; Other(MS)

Ward:

151 KING ST E

The referenced permit number listed above and on your permit placard also appears on all plansreviewed for this building permit application. The validity of this permit is restricted to theperson/company named as owner. Permit ownership cannot be transferred unless prior writtenauthorization is given by the Chief Building Official.

The issuance of this permit is based on the drawings, specifications, details and informationsubmitted with the application. The submitted documents have been reviewed for compliance withthe Ontario Building Code, Zoning By-laws, applicable regulations and legislation.

The extent of construction authorized under this permit is limited to the description contained herein as follows:Proposal to install a temporary chiller at ground level of existing building - St Lawrence Hall (St LawrenceMarket). See related permits 14 265741 DEM and 14 265709 BLD. Convenience address is 92 Front St E.

Stated work and use must be in accordance with the plans, specifications, building permit notes and otherinformation issued with this building permit. Changes to any documents submitted are not to be made unlessprior authorization is obtained from the Chief Building Official or designate. False information may be groundsfor revocation of the building permit.

Notwithstanding, it is the responsibility of the owner to comply with requirements of the Ontario BuildingCode and applicable laws as well as to ensure compliance ..

The permit placard must be posted in a conspicuous place on the construction site.

27 of 29

Toronto and East York DistrictBuilding

Please leave a telephone number where you can be reached or a message can be left.

WHEN YOU BEGIN DEMOLITION/CONSTRUCTION ...

Site FencingAs soon as construction or demolition starts, your site must be entirely surrounded by afence which is in compliance with the City of Toronto Municipal Code Chapter 363,Article III.

Any construction which generates noise is prohibited in residential areas between the hours of7:00 p.m. one day to 7:00 a.m. the next day, 9:00 a.m. on Saturdays, and all day Sunday andStatutory holidays.

Construction Noise

http://www.toronto.ca/legdocs/municode/1184_363.pdf

spaced no more than 1.2 metres apart with an 11 gauge top and bottom wire threaded through themesh and looped around each post. The Municipal Code is available on the City website at:

Inspection Stages

* HVAC/Extraction Rough-in * HVAC Final * Occupancy

When To Call For InspectionYou are required by Division C, Part 1, Article 1.3.5.1. of the Ontario Building Code, to notifythe building inspection office at several prescribed stages of construction. Please contact thebuilding inspection office at the telephone number listed below, when each of the followingstages are substantially complete:

To Schedule your Next Mandatory Inspection

When you are ready to book your inspection, contact your local buildinginspection office by telephone at Alternatively, you may alsomake contact by fax 416-696-4151 or by email to TOBldgInsp@toronto.ca.

416-338-0700.

Inspections will take place within two days commencing at the start of business on the day followingyour notification (Inspection Request).

PERMIT PLANS MUST BE ON SITEYour permit plans and specifications must be on site at all times. Inspections are conducted with yourcopy of the plans.

The inspector assigned to your project is Edward Ambridge (416) 338-0892

The minimum requirement is plastic mesh fencing, 1.2 metres high, tied to posts

28 of 29

Toronto Building

Toronto City Hall

12th Floor, East Tower

100 Queen Street West

Toronto, Ontario, M5H 2N2March 31, 2016

Ann Borooah

Chief Building Official and Executive Director

Building

BULLETIN - CONSTRUCTION SAFETY

The responsibilities of the City of Toronto under the Occupational Health and Safety Act apply to all our employees regardless of the location at which they are working.

Responsibilities for the Construction Safety Regulations on construction sites are clearly spelled out in the Act under the definitions of constructor, employer, supervisor and worker.

The City of Toronto believes that the goal of safe and injury free construction sites is a priority for all parties involved in building construction.

Safety training for the City of Toronto Building Inspectors is mandatory. However the delivery of a safe working environment on construction sites must include the compliance of individual builders with the Occupational Health and Safety Act.

Safety measures include the following:1. Temporary guards on all openings,2. Correct use of ladders,3. Temporary or permanent stairs above or below grade by the time the sub floor is complete,4. Clear and safe access to the site,5. Protection of trenches and excavation below four feet deep, and 6. Correct use of fall prevention equipment where required.

As the employer responsible for the safety of building inspectors, the City of Toronto has instructed its BuildingInspectors not to conduct inspections on sites where conditions exist that could jeopardize their health and safety.

4. Access to the site has impediments or hazards, or5. Trenches or excavations lack required shoring or slope of bank.

Prior to calling for an inspection the appropriate safety measures shall be in place as a site inadequately provided with these measures is not ready for inspection. The City of Toronto Building Inspectors will cooperate with builders regarding the timing of making provision for these safety measures. However, if the measures are not provided, an Order Not To Cover could be issued and the Ministry of Labour informed.

We look forward to working with you toward the goal of a safe environment for all workers.

Notice of Project - Please be advised that the Ministry of Labour requires a Notice of Project be filed with them before starting any project costing $50,000 or more.

For more information about the Notice of Project form, please contact your local Ministry of Labour regional office at 416-314-5421 or 1-800-991-7454. Ministry of Labour construction information is available on their website at: http://www.labour.gov.on.ca/english/site/construction_info.html

Construction of the work approved in this building permit must be carried out with reasonable care to ensure protection for everyone on the construction site from the hazards associated with all overhead and underground power lines. Obtain further information at: http://www.torontohydro.com/powerlinesafety

The following are examples of conditions which may jeopardize the health and safety of inspectors:1. Guards are missing,2. Ladders do not meet regulations,3. Temporary or permanent stairs, above or below grade, to all floor levels are not provided as required.

29 of 29