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Noise Feasibility Study Proposed Mixed-Use Development 1012 Yonge ,

Prepared for: Crown (Barrie) Developments Inc. 400 Creditstone Road, Unit 37 Concord, ON L4K 3Z3

Prepared by:

Mandy Chan, PEng

Revised January 15, 2021

HGC Project File: 02000072

Table of Contents

1 Introduction and Summary ...... 1

2 Site Description and Noise Sources ...... 2

3 Sound Level Criteria ...... 2

4 Traffic Noise Assessment ...... 4

4.1 Road Traffic Data ...... 4

4.2 Rail Traffic Data ...... 4

4.3 Traffic Noise Predictions ...... 5

5 Discussion and Recommendations ...... 6

5.1 Outdoor Living Areas ...... 6

5.2 Indoor Living Areas and Ventilation Requirements ...... 6

5.3 Building Façade Constructions ...... 7

5.4 Warning Clauses ...... 8

6 Summary of Recommendations ...... 10

6.1 Implementation ...... 11

Figure 1 – Aerial Photo Figure 2 – Proposed Site Plan Showing Prediction Locations Figure 3 – Proposed Site Plan Showing Ventilation Requirements

Appendix A – Road and Rail Traffic Data Appendix B – Sample STAMSON 5.04 Output

Noise Feasibility Study, Proposed Mixed-Use Development Page 1 1012 , Barrie, Ontario Revised: January 15, 2021

1 Introduction and Summary

HGC Engineering was retained by Crown Communities Developments Inc. to conduct a noise feasibility study for a proposed mixed-use development to be located on the west side of Yonge Street, north of Lockhart Road, specifically at 1012 Yonge Street, in the City of Barrie, Ontario. The proposed development consists of three 6-storey condos, two 3-storey condos and one block of 3- storey townhouses. The study is required by the municipality as part of their planning and approvals process.

Road traffic for Yonge Street was obtained from City of Barrie personnel. Rail traffic was obtained from Metrolinx personnel for the GO Newmarket Subdivision. This data was used to predict future traffic sound levels at the proposed dwellings and common amenity spaces. The predicted sound levels were evaluated in accordance with the Ministry of the Environment, Conservation and Parks’ (MECP) noise guidelines.

Predicted sound levels exceed MECP guideline limits at the dwelling units closest to Yonge Street. Central air conditioning and upgraded building façade constructions are required for the dwellings adjacent to Yonge Street. Forced air ventilation systems with ductwork sized for the future installation of central air conditioning by the occupant or an alternative means of ventilation to open windows will be required for the dwelling units with some exposure to Yonge Street. The MECP guidelines require that warning clauses be used to inform future residents of the traffic noise impacts.

Noise Feasibility Study, Proposed Mixed-Use Development Page 2 1012 Yonge Street, Barrie, Ontario Revised: January 15, 2021

2 Site Description and Noise Sources

Figure 1 is an aerial photo showing the location of the proposed development and the surrounding land uses. The site is located on the west side of Yonge Street and north of Lockhart Road, specifically at 1012 Yonge Street in the City of Barrie, Ontario. Figure 2 shows the proposed site plan dated December 14, 2020. The proposed development will consist of three 6-storey condos, two 3-storey condos and one block of 3-storey townhouses. Commercial units are proposed for the building adjacent to Yonge Street.

The primary source of sound is vehicular traffic on Yonge Street and rail traffic on the GO Newmarket Subdivision. There are existing and future residential uses surrounding the site. To north of the site are lands for a future community centre. There are no significant sources of stationary noise observed within 500 m of the subject site.

3 Sound Level Criteria

Guidelines for acceptable levels of road and rail traffic noise impacting residential developments are given in the MECP publication NPC-300, “Environmental Noise Guideline Stationary and Transportation Sources – Approval and Planning”, Part C release date October 21, 2013 and are listed in Table 1 below. The values in Table 1 are energy equivalent (average) sound levels [LEQ] in units of A-weighted decibels [dBA].

Table 1: Road and Rail Traffic Noise Criteria (dBA)

Daytime L (16 hour) Night-time L (8 hour) Area EQ EQ Road/Rail Road/Rail

Outdoor living areas 55 dBA -- Inside Living/Dining Rooms 45 dBA / 40 dBA 45 dBA / 40 dBA Inside Bedrooms 45 dBA / 40 dBA 40 dBA / 35 dBA

Daytime refers to the period between 07:00 and 23:00, while night-time refers to the period between 23:00 and 07:00. The term "Outdoor Living Area" (OLA) is used in reference to an outdoor patio, a backyard, a terrace or other area where passive recreation is expected to occur. Balconies that are less than 4 m in depth are not considered to be outdoor living areas under MECP guidelines.

Noise Feasibility Study, Proposed Mixed-Use Development Page 3 1012 Yonge Street, Barrie, Ontario Revised: January 15, 2021

The MECP guidelines allow the daytime sound levels in an OLA to be exceeded by up to 5 dBA, without mitigation, if warning clauses are placed in the purchase and rental agreements to the property. Where OLA sound levels exceed 60 dBA, physical mitigation is recommended to reduce the OLA sound level to below 60 dBA and as close to 55 dBA as technically, economically and administratively feasible. Note that not all OLA’s necessarily require protection, if there are other protected outdoor areas accessible to future residents.

Indoor guidelines are 5 dBA more stringent for rail noise than for road noise, to account for the low frequency (rumbling) character of locomotive sound, and its greater potential to transmit through exterior wall/window assemblies.

A central air conditioning system as an alternative means of ventilation to open windows is required for dwellings where nighttime sound levels outside bedroom or living/dining room windows exceed 60 dBA or daytime sound levels outside bedroom or living/dining room windows or office windows exceed 65 dBA. Forced-air ventilation with ducts sized to accommodate the future installation of air conditioning by the occupant is required when nighttime sound levels at bedroom or living/dining room windows are in the range of 51 to 60 dBA or when daytime sound levels at bedroom or living/dining room windows are in the range of 56 to 65 dBA.

Building components such as walls, windows and doors must be designed to achieve indoor sound level criteria when the plane of window daytime sound level is greater than 60 dBA due to rail traffic noise or greater than 65 dBA due to road traffic noise, or when the nighttime sound level is greater than 55 dBA due rail traffic noise or greater than 60 dBA due to road traffic noise.

Warning clauses to notify future residents of possible noise excesses are also required when night- time sound levels exceed 50 dBA at the plane of the bedroom or living/dining room window and daytime sound levels exceed 55 dBA in the outdoor living area and at the plane of the bedroom or living/dining room window due to road and rail traffic.

Noise Feasibility Study, Proposed Mixed-Use Development Page 4 1012 Yonge Street, Barrie, Ontario Revised: January 15, 2021

4 Traffic Noise Assessment

4.1 Road Traffic Data

Road traffic data for Yonge Street was obtained from City of Barrie personnel. Data was provided in the form of current Annual Average Daily Traffic (AADT) volumes, and are provided in Appendix A. The traffic volumes were grown to the year 2041 using a growth rate of 4.0% per year per City’s requirement. A commercial vehicle percentage of 3% was obtained and split into 1.2% medium trucks and 1.8% heavy trucks. A day/night split of 90%/10% and a speed limit of 60 km/h was used in the analysis. Table 2 summarizes the road traffic data used in the analysis.

Table 2: Projected Road Traffic Data to 2041

Medium Heavy Road Name Cars Total Trucks Trucks

Daytime 25 595 347 720 26 662 Yonge Nighttime 2 844 39 80 2 962 Street Total 28 439 385 800 29 624

4.2 Rail Traffic Data

Rail traffic data for typical operations of the GO Newmarket Subdivision was obtained from Metrolinx personnel is provided in Appendix A. The maximum permissible train speed is 97 km/h (60 mph) for GO Transit passenger trains in the area of the site. In conformance with GO Transit assessment requirements, these maximum speeds, maximum number of cars and locomotives per train were used in the traffic noise analysis to yield a worst-case estimate of train noise. Table 3 summarises the rail traffic data used in the analysis.

Table 3: Rail Traffic Data Type of Number of Trains Maximum Average Max Speed Train Day/Night Number of locomotives Number of cars (mph/kph) GO 36 / 6 1 12 60 / 97 (forecasted) Note:  All passenger trains are predicted using diesel train sound levels in STAMSON Noise Feasibility Study, Proposed Mixed-Use Development Page 5 1012 Yonge Street, Barrie, Ontario Revised: January 15, 2021

4.3 Traffic Noise Predictions

To assess the levels of road traffic noise which will impact the site in the future, predictions were made using STAMSON version 5.04, a computer algorithm developed by the MECP. Sample STAMSON output is included in Appendix B.

Predictions of the traffic sound levels were made at various dwellings in the proposed development. The results of these predictions are summarized in Tables 4 and 5. The acoustic requirements may be subject to modifications if the site plan is changed significantly.

Sound levels were predicted at the plane of the windows of the proposed dwelling units during the daytime and nighttime to investigate ventilation and building façade construction requirements. Sound levels were also predicted in the common outdoor amenity spaces to investigate the need for acoustic barriers.

Table 4: Predicted Daytime Traffic Sound Levels, Combined Road & Rail Traffic, Without Mitigation [dBA] Overall Prediction Location Description Road Rail LEQ-16 hr A Building A East Façade, 6th Floor 67 59 68 B Building A South Facade, 6th Floor 58 56 60 C Building B East Facade, 6th Floor 57 55 59 D Building C North Façade, 6th Floor 56 54 58 E Building E South Façade, 3rd Floor 49 47 51 F -- Common Outdoor Amenity <55 <50 <55

Table 5: Predicted Nighttime Traffic Sound Levels, Combined Road & Rail Traffic, Without Mitigation [dBA] Overall Prediction Location Description Road Rail LEQ-8 hr A Building A East Façade, 6th Floor 60 54 61 B Building A South Facade, 6th Floor 52 51 54 C Building B East Facade, 6th Floor <50 50 51 D Building C North Façade, 6th Floor 49 49 52 E Building E South Façade, 3rd Floor <50 <50 <50

Noise Feasibility Study, Proposed Mixed-Use Development Page 6 1012 Yonge Street, Barrie, Ontario Revised: January 15, 2021

5 Discussion and Recommendations

The predictions indicate that the future traffic sound levels during the daytime and nighttime at the proposed dwellings closest to Yonge Street will exceed MECP guidelines. The following discussion outlines recommendations for ventilation requirements, building façade constructions, and warning clauses to achieve the noise criteria stated in Table 1.

5.1 Outdoor Living Areas

There are three common outdoor amenity spaces proposed. The predicted daytime sound levels in these amenity spaces will be less than 55 dBA. Further physical mitigation will not be required.

5.2 Indoor Living Areas and Ventilation Requirements

Central Air Conditioning The future road traffic sound levels at the plane of windows facing Yonge Street (Building A) will be greater than 65 dBA during daytime and 60 dBA during the night-time hours. To address these excesses, the MECP guidelines recommend that all units be equipped with central air conditioning systems, so that the windows can be closed. Window or through-the-wall air conditioning units are not recommended because of the noise they produce and because the units penetrate through the exterior wall which degrades the overall sound insulating properties of the envelope. The location, installation and sound ratings of the outdoor air conditioning devices should minimize noise impacts and comply with criteria of MECP publication NPC-300.

Alternative Means of Ventilation The predicted sound levels at the façades of the proposed dwelling units with exposure to Yonge Street (Buildings B and C) will be between 56 and 65 dBA during the daytime hours and between 51 and 60 dBA during the nighttime hours. These dwelling units require the provision for the future installation of central air conditioning systems or an alternative means of ventilation to open windows. The installation of central air conditioning would exceed the ventilation requirement.

Figure 3 shows the ventilation requirements for the development. Window or through-the-wall air conditioning units are not recommended for any residential unit because of the noise they produce and because the units penetrate through the exterior wall which degrades the overall noise insulating

Noise Feasibility Study, Proposed Mixed-Use Development Page 7 1012 Yonge Street, Barrie, Ontario Revised: January 15, 2021 properties of the envelope. The location, installation and sound ratings of the outdoor air conditioning devices should minimize noise impacts and comply with criteria of MECP publication NPC-300. There are no ventilation requirements for Buildings D and E.

5.3 Building Façade Constructions

Building A The future road traffic sound levels at the plane of windows facing Yonge Street will be greater than 65 dBA during daytime and 60 dBA during night-time. MECP recommend that sound attenuating building constructions need to be specified for all the units with exposure to the roadway.

The required building components are selected based on the AIF value for road and rail traffic. To do so, calculations were performed to determine the acoustical insulation factors to maintain indoor sound levels within MECP guidelines. The calculation methods were developed by the National Research Council (NRC). They are based on the predicted future sound levels at the building facades, and the anticipated area ratios of the facade components (walls, windows and doors) and the floor area of the adjacent room.

The minimum necessary specification for the building envelope is Acoustical Insulation Factor, AIF- 29 for living/dining and family rooms and AIF-28 for bedrooms, based on the possibility of sound entering the buildings through walls and windows only. Building components must be designed to achieve indoor sound level criteria. As an example, glazing constructions with an STC rating of 30 will provide sufficient sound insulation for the indoor spaces as long as the window to floor area ratio does not exceed 32% for living/dining and family rooms and does not exceed 40% for bedrooms.

Remaining Buildings The remaining dwelling units in the development will have daytime and night-time sound levels at the top storey façade that are less than 65 dBA and 60 dBA due to road traffic noise and less than 60 dBA and 55 dBA due to rail traffic noise, respectively. Any exterior wall and double-glazed window construction meeting the minimum requirements of the Ontario Building Code (OBC) will provide adequate sound insulation for the dwelling units. Any insulated metal exterior door meeting OBC requirements will be sufficient to provide noise insulation.

Noise Feasibility Study, Proposed Mixed-Use Development Page 8 1012 Yonge Street, Barrie, Ontario Revised: January 15, 2021

5.4 Warning Clauses

The MECP guidelines recommend that warning clauses be included in the property and tenancy agreements for all units/lots with anticipated traffic sound level excesses. Examples are provided below.

Type A: Purchasers/tenants are advised that sound levels due to increasing road and rail traffic may occasionally interfere with some activities of the dwelling unit occupants as the sound levels exceed the Municipality’s and the Ministry of the Environment, Conservation and Parks noise criteria.

Suggested wording for future dwellings with daytime OLA sound levels exceeding the MECP criteria for which physical mitigation has been provided is given below. Type B: Purchasers/tenants are advised that despite the inclusion of noise control features in the development and within the building units, sound levels due to increasing road traffic may occasionally interfere with some activities of the dwelling occupants as the sound levels exceed the Municipality’s and the Ministry of the Environment, Conservation and Parks noise criteria.

Suitable wording for future dwellings requiring forced air ventilation systems is given below. Type C: This dwelling unit has been fitted with a forced air heating system and the ducting etc., was sized to accommodate central air conditioning. Installation of central air conditioning will allow windows and exterior doors to remain closed, thereby ensuring that the indoor sound levels are within the Municipality’s and the Ministry of the Environment, Conservation and Parks noise criteria. (Note: The location and installation of the outdoor air conditioning device should be done so as to minimize the noise impacts and comply with criteria of MECP publication NPC-300.)

Suitable wording for future dwellings requiring central air conditioning systems is given below. Type D: This dwelling unit has been supplied with a central air conditioning system which will allow windows and exterior doors to remain closed, thereby ensuring that the indoor sound levels are within the Municipality’s and the Ministry of the Environment, Conservation and Parks noise criteria.

Noise Feasibility Study, Proposed Mixed-Use Development Page 9 1012 Yonge Street, Barrie, Ontario Revised: January 15, 2021

An additional warning clause should be included in the offers of purchase and sale and tenancy agreements to inform the future residents of the presence of the future community centre, if required by the City.

Type E: “Purchasers are advised that due to the proximity of the community centre, sound levels from the facility may at times be audible.”

These sample clauses are provided by the MECP as examples and can be modified by the Municipality as required.

Metrolinx’s standard warning clause which is required for all residential developments located within 300 m of their main line is given below.

Type F: Warning: Metrolinx, carrying on business as GO Transit, and its assigns and successors in interest are the owners of lands within 300 metres from the land which is the subject hereof. In addition to the current use of the lands owned by Metrolinx, there may be alterations to or expansions of the rail and other facilities on such lands in the future including the possibility that GO Transit or any railway entering into an agreement with GO Transit to use the Metrolinx lands or Metrolinx and their respective assigns or successors as aforesaid may expand their operations, which expansion may affect the living environment of the residents in the vicinity, notwithstanding the inclusion of any noise and vibration attenuating measures in the design of the development and individual dwellings. Metrolinx will not be responsible for any complaints or claims arising from use of such facilities and/or operations on, over or under its lands. These sample clauses are provided by the MECP as examples and can be modified by the Municipality as required.

Noise Feasibility Study, Proposed Mixed-Use Development Page 10 1012 Yonge Street, Barrie, Ontario Revised: January 15, 2021

6 Summary of Recommendations

In summary, HGC Engineering has reviewed the site plan and performed calculations to determine the potential road and rail traffic noise impact on the proposed residential properties with respect to MECP guidelines. The following are the recommendations.

1. Central air conditioning will be required for the units directly adjacent to Yonge Street. An alternative means of ventilation to open windows are required for the proposed dwelling units with exposure to Yonge Street. The location, installation and sound ratings of the air conditioning devices should comply with NPC-300, as applicable.

2. Upgraded glazing constructions are required for Building A for facades with exposure to Yonge Street and the railway line. For the remaining dwellings in the development, any building construction meeting the minimum requirements of the Ontario Building Code will provide sufficient acoustical insulation for the proposed dwelling units.

3. A detailed noise study should be conducted when details of the rooftop mechanical units associated with the commercial units are available to ensure the MECP sound level limits are met at the residences.

4. Warning clauses should be used to inform future residents of the traffic noise excesses and the proximity to nearby commercial and institutional uses.

5. Tarion Builder’s Bulletin B19R requires that the internal design of condominium projects integrates suitable acoustic features to insulate the suites from noise from each other and amenities in accordance with the OBC, and limit the potential intrusions of mechanical and electrical services of the buildings on its residents. If B19R certification is needed, an acoustical consultant is required to review the mechanical and electrical drawings and details of demising constructions and mechanical/electrical equipment, when available, to help ensure that the noise impact of the development on itself are maintained within acceptable levels.

Noise Feasibility Study, Proposed Mixed-Use Development Page 11 1012 Yonge Street, Barrie, Ontario Revised: January 15, 2021

Table 6: Summary of Noise Control Requirements and Noise Warning Clauses Type of Building Acoustic Ventilation Warning Required AIF No. Barrier Requirements* Clause LR/DR: AIF-29 A -- Central A/C A, D, F BR: AIF-28 B, C -- Forced Air A, C, F OBC All Units -- -- E1 OBC Notes: -- no specific requirement OBC – meeting the minimum requirements of the Ontario Building Code *The location, installation and sound rating of the air conditioning condensers must be compliant with MECP Guideline NPC-300, as applicable. 1 – If required by the City

6.1 Implementation

To ensure that the noise recommendations outlined above are fully implemented, it is recommended that:

1. When floor plans and building elevations are available for Building A, they shall be reviewed to confirm window requirements such that the MECP indoor sound level limits are met.

2. A detailed noise study should be conducted when details of the rooftop mechanical units associated with the commercial units are available to ensure the MECP sound level limits are met at the residences.

3. Prior to the issuance of building permits for this development, the Municipality’s building inspector or a Professional Engineer qualified to perform acoustical engineering services in the Province of Ontario should certify that the noise control measures have been properly incorporated, where required.

4. Prior to assumption, the Municipality’s building inspector or a Professional Engineer qualified to perform acoustical engineering services in the Province of Ontario should certify that the noise control measures have been properly installed and constructed, where required. N

SITE

Figure 1: Aerial Photo

www.ipsconsultinginc.com tel: 705 • 812 • 3281 fax: 705 • 812 • 3434 e: [email protected] e: 3434 • 812 • 705 fax: 3281 • 812 • 705 tel:

647 WELHAM RD., UNIT 9A, BARRIE, ONTARIO, L4N 0B7 L4N ONTARIO, BARRIE, 9A, UNIT RD., WELHAM 647

P L A N N E R S • P R O J E C T M A N A G E R S • L A N D D E V E L O P E R S R E P O L E V E D D N A L • S R E G A N A M T C E J O R P • S R E N N A L P

INNOVATIVE PLANNING SOLUTIONS PLANNING INNOVATIVE iue2 iePa hwn rdcinLocations Prediction Showing Plan Site 2: Figure

Amenity Area Amenity

---

7,938.9m

2 Min. General Min.

Net: 249 units / ha / units 249 Net: Density

50 units / ha / units 50

Gross: 210 units / ha / units 210 Gross:

Gross: 210 units / ha / units 210 Gross: Min. Residential Min. CL:1:400 SCALE: A100

A100

2

BUILDING AND PROJECT STATISTCS PROJECT AND BUILDING (0.2 space / unit) / space (0.2

206 spaces 206 spaces 206 Parking Bicycle

PROJECT NUMBER: PROJECT

DRAWING NUMBER: DRAWING

G.P.R.

DRAWN BY: DRAWN

TOTAL GFA 82,188.1 SQ.M. (884,670 SQ.FT.) (884,670 SQ.M. 82,188.1 GFA TOTAL

PROJECT TOTAL 80,906.5 SQ.M. 9,874.9 SQ.M. 71,031.6 SQ.M. (87.8%) SQ.M. 71,031.6 SQ.M. 9,874.9 SQ.M. 80,906.5 TOTAL PROJECT

of GFA) of 24.0m

2

COMMERCIAL GFA 1,281.6 SQ.M. (13,795 SQ.FT.) (13,795 SQ.M. 1,281.6 GFA COMMERCIAL G.P.R. CHECKED BY: CHECKED

(1 parking space / space parking (1

14/12/20

DATE:

TOTAL RESIDENTIAL GFA 80,906.5 SQ.M. (870,875 SQ.FT.) 1,029 UNITS 1,029 SQ.FT.) (870,875 SQ.M. 80,906.5 GFA RESIDENTIAL TOTAL TOTAL 1,095.0 SQ.M. 0 SQ.M. 1,095.0 SQ.M. (100%) SQ.M. 1,095.0 SQ.M. 0 SQ.M. 1,095.0 TOTAL 53 spaces 53 Commercial Parking Commercial 'B' B.F. spaces B.F. 'B'

1:400 3 STOREY TOWNS TYPICAL (2ND TO 3RD) 365.0 SQ.M. 0 SQ.M. 730.0 SQ.M. 730.0 SQ.M. 0 SQ.M. 365.0 3RD) TO (2ND TYPICAL TOWNS STOREY 3 Type 'A' and 2 Type 2 and 'A' Type SCALE:

TOTAL 1,095.0 SQ.M. (11,785 SQ.FT.) 10 UNITS 10 SQ.FT.) (11,785 SQ.M. 1,095.0 TOTAL BLOCK F GROUND 365.0 SQ.M. 0 SQ.M. 365.0 SQ.M. 365.0 SQ.M. 0 SQ.M. 365.0 GROUND F BLOCK

52 spaces incl. 1 incl. spaces 52 STATS AND OBC MATRIX OBC AND STATS

3 STOREY TOWNS TYPICAL (2ND TO 3RD) 365.0 SQ.M. (3,930 SQ.FT.) (3,930 SQ.M. 365.0 3RD) TO (2ND TYPICAL TOWNS STOREY 3

(1 space / unit) / space (1

SITE PLAN, SITE BLOCK F GROUND 365.0 SQ.M. (3,930 SQ.FT.) (3,930 SQ.M. 365.0 GROUND F BLOCK TOTAL 5,066.1 SQ.M. 725.7 SQ.M. 4,340.4 SQ.M. (85.7%) SQ.M. 4,340.4 SQ.M. 725.7 SQ.M. 5,066.1 TOTAL

'B' B.F. spaces B.F. 'B' (1.13 space / unit) / space (1.13 DRAWING TITTLE: DRAWING

3 STOREY CONDO TYPICAL (2ND TO 3RD) 1,688.7 SQ.M. 159.9 SQ.M. 1,528.8 SQ.M. 1,528.8 SQ.M. 159.9 SQ.M. 1,688.7 3RD) TO (2ND TYPICAL CONDO STOREY 3

Residential Parking Residential

Type 'A' and 24 Type 24 and 'A' Type 1,167 spaces 1,167

TOTAL 5,066.1 SQ.M. (54,530 SQ.FT.) 54 UNITS 54 SQ.FT.) (54,530 SQ.M. 5,066.1 TOTAL BLOCK E GROUND 1,688.7 SQ.M. 405.9 SQ.M. 1,282.8 SQ.M. 1,282.8 SQ.M. 405.9 SQ.M. 1,688.7 GROUND E BLOCK

BARRIE, ONTARIO. BARRIE,

1,029 spaces incl. 32 incl. spaces 1,029

3 STOREY CONDO TYPICAL (2ND TO 3RD) 1,688.7 SQ.M. (18,175 SQ.FT.) 19 UNITS 19 SQ.FT.) (18,175 SQ.M. 1,688.7 3RD) TO (2ND TYPICAL CONDO STOREY 3

1012 YONGE STREET YONGE 1012

BLOCK E GROUND 1,688.7 SQ.M. (18,175 SQ.FT.) 16 UNITS 16 SQ.FT.) (18,175 SQ.M. 1,688.7 GROUND E BLOCK TOTAL 5,066.1 SQ.M. 725.7 SQ.M. 4,340.4 SQ.M. (85.7%) SQ.M. 4,340.4 SQ.M. 725.7 SQ.M. 5,066.1 TOTAL

Floor Space Index Space Floor

3 STOREY CONDO TYPICAL (2ND TO 3RD) 1,688.7 SQ.M. 159.9 SQ.M. 1,528.8 SQ.M. 1,528.8 SQ.M. 159.9 SQ.M. 1,688.7 3RD) TO (2ND TYPICAL CONDO STOREY 3 0.3 - 2.5 2.08 incl. commercial incl. 2.08 2.5 - 0.3

BARRIE MIXED-USE BARRIE

Min. - Max. General Max. - Min.

TOTAL 5,066.1 SQ.M. (54,530 SQ.FT.) 54 UNITS 54 SQ.FT.) (54,530 SQ.M. 5,066.1 TOTAL BLOCK D GROUND 1,688.7 SQ.M. 405.9 SQ.M. 1,282.8 SQ.M. 1,282.8 SQ.M. 405.9 SQ.M. 1,688.7 GROUND D BLOCK

PROJECT: 3 STOREY CONDO TYPICAL (2ND TO 3RD) 1,688.7 SQ.M. (18,175 SQ.FT.) 19 UNITS 19 SQ.FT.) (18,175 SQ.M. 1,688.7 3RD) TO (2ND TYPICAL CONDO STOREY 3

Residential

BLOCK D GROUND 1,688.7 SQ.M. (18,175 SQ.FT.) 16 UNITS 16 SQ.FT.) (18,175 SQ.M. 1,688.7 GROUND D BLOCK

TOTAL 17,136.2 SQ.M. 2,036.1 SQ.M. 15,100.1 SQ.M. (88.1%) SQ.M. 15,100.1 SQ.M. 2,036.1 SQ.M. 17,136.2 TOTAL

12 storeys 6 storeys 6 storeys 12

Max. Bldg. Height Bldg. Max.

6 STOREY CONDO TYPICAL (2ND TO 6TH) 2,884.1 SQ.M. 245.6 SQ.M. 2,638.5 SQ.M. 2,638.5 SQ.M. 245.6 SQ.M. 2,884.1 6TH) TO (2ND TYPICAL CONDO STOREY 6

TOTAL 17,136.2 SQ.M. (184,455 SQ.FT.) 224 UNITS 224 SQ.FT.) (184,455 SQ.M. 17,136.2 TOTAL BLOCK C GROUND 2,715.7 SQ.M. 808.1 SQ.M. 1,907.6 SQ.M. 1,907.6 SQ.M. 808.1 SQ.M. 2,715.7 GROUND C BLOCK

Residential

3 storeys 3 storeys 3 storeys 3 6 STOREY CONDO TYPICAL (2ND TO 6TH) 2,884.1 SQ.M. (31,045 SQ.FT.) 39 UNITS 39 SQ.FT.) (31,045 SQ.M. 2,884.1 6TH) TO (2ND TYPICAL CONDO STOREY 6

Min. Bldg. Height Bldg. Min.

BLOCK C GROUND 2,715.7 SQ.M. (29,230 SQ.FT.) 29 UNITS 29 SQ.FT.) (29,230 SQ.M. 2,715.7 GROUND C BLOCK TOTAL 17,304.6 SQ.M. 2,057.5 SQ.M. 15,247.1 SQ.M. (88.1%) SQ.M. 15,247.1 SQ.M. 2,057.5 SQ.M. 17,304.6 TOTAL

Commercial Uses Commercial

6 STOREY CONDO TYPICAL (2ND TO 6TH) 2,884.1 SQ.M. 245.6 SQ.M. 2,638.5 SQ.M. 2,638.5 SQ.M. 245.6 SQ.M. 2,884.1 6TH) TO (2ND TYPICAL CONDO STOREY 6

.m4.5m 4.5m for Height Floor

TOTAL 17,304.6 SQ.M. (186,265 SQ.FT.) 226 UNITS 226 SQ.FT.) (186,265 SQ.M. 17,304.6 TOTAL BLOCK B GROUND 2,884.1 SQ.M. 829.5 SQ.M. 2,054.6 SQ.M. SQ.M. 2,054.6 SQ.M. 829.5 SQ.M. 2,884.1 GROUND B BLOCK

CLIENT: Min. Street Level Street Min.

6 STOREY CONDO TYPICAL (2ND TO 6TH) 2,884.1 SQ.M. (31,045 SQ.FT.) 39 UNITS 39 SQ.FT.) (31,045 SQ.M. 2,884.1 6TH) TO (2ND TYPICAL CONDO STOREY 6

property line) property

SRN ARCHITECTS INC. 2021 INC. ARCHITECTS SRN BLOCK B GROUND 2,884.1 SQ.M. (31,045 SQ.FT.) 31 UNITS 31 SQ.FT.) (31,045 SQ.M. 2,884.1 GROUND B BLOCK

1,281.6 SQ.M. (13,795 SQ.FT.) OF GROUND FLOOR COMMERCIAL FLOOR GROUND OF SQ.FT.) (13,795 SQ.M. 1,281.6 INCLUDE NOT *DOES C

more from the from more

TOTAL (GROUND TO 6TH) 35,238.5 SQ.M. 4,329.9 SQ.M. 30,908.6 SQ.M. (87.7%) SQ.M. 30,908.6 SQ.M. 4,329.9 SQ.M. 35,238.5 6TH) TO (GROUND TOTAL

setback 3.0m or 3.0m setback

exterior) and Rear and exterior) TOTAL (GROUND TO 6TH) 36,520.1 SQ.M. (393,100 SQ.FT.) 461 UNITS 461 SQ.FT.) (393,100 SQ.M. 36,520.1 6TH) TO (GROUND TOTAL 6 STOREY CONDO TYPICAL (2ND TO 6TH) 6,116.3 SQ.M. 532.3 SQ.M. 5,584.0 SQ.M. 5,584.0 SQ.M. 532.3 SQ.M. 6,116.3 6TH) TO (2ND TYPICAL CONDO STOREY 6

Not Required Not storeys if the bldg. is bldg. the if storeys

Front, Side (interior & (interior Side Front,

TYPICAL (2ND TO 6TH) 6,116.3 SQ.M. (65,835 SQ.FT.) 83 UNITS 83 SQ.FT.) (65,835 SQ.M. 6,116.3 6TH) TO (2ND TYPICAL BLOCK A (MIXED-USE) GROUND (RESIDENTIAL) 4,657.0 SQ.M. 1,668.4 SQ.M. 2,988.6 SQ.M. 2,988.6 SQ.M. 1,668.4 SQ.M. 4,657.0 (RESIDENTIAL) GROUND (MIXED-USE) A BLOCK

for five and up to six to up and five for

6 STOREY CONDO GROUND (COMMERCIAL) 1,281.6 SQ.M. (13,795 SQ.FT.) (13,795 SQ.M. 1,281.6 (COMMERCIAL) GROUND CONDO STOREY 6 SELLABLE AREA STATISTICS: AREA SELLABLE AREA (GFA) SERVICE AREA SELLABLE AREA (TSA) (TSA) AREA SELLABLE AREA SERVICE (GFA) AREA

step-back is required is step-back

BLOCK A (MIXED-USE) GROUND (RESIDENTIAL) 4,657.0 SQ.M. (50,125 SQ.FT.) 46 UNITS 46 SQ.FT.) (50,125 SQ.M. 4,657.0 (RESIDENTIAL) GROUND (MIXED-USE) A BLOCK Not Required (no Required Not

Protection Zone Protection

(REQUIRES 53 PARKING SPACES) PARKING 53 (REQUIRES

Environmental UNDERGROUND GARAGE 35,283.5 SQ.M. (379,790 SQ.FT.) (379,790 SQ.M. 35,283.5 GARAGE UNDERGROUND

OMRILSAE(F OG)1216S..(375S.T)N/A SQ.FT.) (13,795 SQ.M. 1,281.6 YONGE) (OFF SPACE COMMERCIAL

space or space 2.04 (EXCLUDING COMMERCIAL) (EXCLUDING 2.04

Residential, Open Residential,

FSI 2.08 (INCLUDING COMMERCIAL) (INCLUDING 2.08 FSI

PARKING RATIO OF 1.13 SPACES PER UNIT PER SPACES 1.13 OF RATIO PARKING

abutting a abutting .m3.1m 1.2m PHONE: 905.417.5515 FAX: 905.417.5517 FAX: 905.417.5515 PHONE:

BUILDING COVERAGE 15,626.9 SQ.M. (168,205 SQ.FT.) OR 39.46% OR SQ.FT.) (168,205 SQ.M. 15,626.9 COVERAGE BUILDING

TOTAL PARKING (53 COMMERCIAL SPACES REQUIRED) 1,220 SPACES 1,220 REQUIRED) SPACES COMMERCIAL (53 PARKING TOTAL

VAUGHAN, ONTARIO. L4K 5Y2 L4K ONTARIO. , 4 Storeys and less and Storeys 4

SITE AREA 39,606.3 SQ.M. (426,320 SQ.FT.) (426,320 SQ.M. 39,606.3 AREA SITE

187 SPACES 187 PARKING LEVEL SITE Residential Buildings Residential 8395 JANE STREET, SUITE 203 SUITE STREET, JANE 8395

Yard setback Yard PARKING UNDERGROUND GARAGE 35,283.5 SQ.M. (379,790 SQ.FT.) 1,033 SPACES 1,033 SQ.FT.) (379,790 SQ.M. 35,283.5 GARAGE UNDERGROUND PARKING

SITE STATISTICS: SITE

Min. Side or Rear or Side Min. YEAE UNITS AREA TYPE

Yard Setback Yard

.m3.1m 5.0m

Min. side or Rear or side Min.

Laneway

R.O.W.)

CL:1:400 SCALE:

abutting a Street or Street a abutting

A100 1.5m

(Rear - Municipal - (Rear

Yard Setback Yard

3.1m 1

SITE PLAN SITE Min. Side or Rear or Side Min.

the lot line) lot the

bldgs. within 5.0m of 5.0m within bldgs.

(min.) (21%)

frontage shall have shall frontage

Front Yard Setback Yard Front 2.5m

(Max. of 50% of the of 50% of (Max.

1,281.6 SQ.M. (13,795 SQ.FT.) OF COMMERCIAL GFA COMMERCIAL OF SQ.FT.) (13,795 SQ.M. 1,281.6

0.0m

318.1m (Street 'A') (Street 318.1m

N.A. Lot Frontage (min). Frontage Lot 122.5m (Municipal R.O.W.) (Municipal 122.5m

128.5m (Yonge St.) (Yonge 128.5m

(Net Area) (Net

80,906.5 SQ.M. (870,875 SQ.FT.) OF RESIDENTIAL GFA RESIDENTIAL OF SQ.FT.) (870,875 SQ.M. 80,906.5 4.14ha

Developable Area Developable

(MNU)

PROVIDED PROVISION

REQUIRED

ZONING TABLE ZONING 1,029 RESIDENTIAL UNITS (10 TOWNHOUSE UNITS AND 1,019 CONDO UNITS) CONDO 1,019 AND UNITS TOWNHOUSE (10 UNITS RESIDENTIAL 1,029

TRAFFIC MANUAL BOOK 5 - REGULATORY SIGNS REGULATORY - 5 BOOK MANUAL TRAFFIC

AND MARKED IN ACCORDANCE WITH ONTARION WITH ACCORDANCE IN MARKED AND

BARRIER FREE PARKING STALLS TO BE SIGNED (Rb-93) SIGNED BE TO STALLS PARKING FREE BARRIER

2.5M ROAD WIDENING ROAD 2.5M 24.0M STREET 'A' STREET 24.0M

PARKING SPACES PARKING A102

24000 24000

2

NO: LEVEL SITE 187 DATE:

REVISION COMMENT: REVISION

R9000 PRELIMINARY

5000

R9000 ALL AREAS CALCULATIONS ARE CALCULATIONS AREAS ALL

R9000

CONSTRUCTION

R9000

SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK

1520 1520

PRELIMINARY, NOT FOR NOT PRELIMINARY,

270.000

269.290 270.200 270.420

269.350 3095 R9000 3320 3320 3320 TRIANGLE 268.450 268.550 268.500 268.500 267.800

4895

4895

(640 SQ.FT.) (640 270.850 270.950 271.300 270.700

271.640

270.800 271.150

DAYLIGHT 15000 15000

1800 1800

59.7 SQ.M. 59.7

268.200 10000

PLANTER @ 270.730 @ PLANTER PLANTER @ 269.950 @ PLANTER 269.950 @ PLANTER 4131 268.950

268.700 A103 STORAGE

E 271.750 271.600 271.900 271.450 271.450

271.450 1800

1 SNOW

PLANTER @ 271.450 @ PLANTER

ROOM ROOM

VESTIBULE VESTIBULE 3103

MAIL MAIL

GROUND FLOORPLAN-BLOCKA C ROOM CL:1:200 SCALE:

VESTIBULE

(660 SQ.FT.) (660 SQ.FT.) (660 SQ.FT.) (660 SQ.FT.) (660 (660 SQ.FT.) (660 SQ.FT.) (660 SQ.FT.) (660 SQ.FT.) (660

MAIL

(985 SQ.FT.) (985 (985 SQ.FT.) (985 SQ.FT.) (985

270.850 268.700

61.3 SQ.M. 61.3 SQ.M. 61.3 SQ.M. 61.3 SQ.M. 61.3 61.3 SQ.M. 61.3 SQ.M. 61.3 SQ.M. 61.3 SQ.M. 61.3

91.6 SQ.M. 91.6 91.6 SQ.M. 91.6 SQ.M. 91.6

PLANTER @269.950

6400 6400

FFE FFE

(785 SQ.FT.) (785 SQ.FT.) (785 (785 SQ.FT.) (785 SQ.FT.) (785

(650 SQ.FT.) (650 SQ.FT.) (970 SQ.FT.) (980 (980 SQ.FT.) (980 SQ.FT.) (970 SQ.FT.) (970 SQ.FT.) (650 SQ.FT.) (650 (970 SQ.FT.) (970

2539

318097

73.0 SQ.M. 73.0 SQ.M. 73.0 73.0 SQ.M. 73.0 SQ.M. 73.0

60.1 SQ.M. 60.1 SQ.M. 90.1 SQ.M. 91.2 91.2 SQ.M. 91.2 SQ.M. 90.1 SQ.M. 90.1 SQ.M. 60.1 SQ.M. 60.1

23800 SQ.M. 90.1 23800

CEILING)

LIFT LIFT

UP 8R UP

(4500MM CLEAR TO U/S TO CLEAR (4500MM UP 3R UP

270.880 COMMERCIAL UNIT COMMERCIAL

2700 271.600 PLANTER @271.450 3000 3000

(515 SQ.FT.) (515 SQ.FT.) (515 SQ.FT.) (515 SQ.FT.) (515 (515 SQ.FT.) (515 SQ.FT.) (515 SQ.FT.) (515 SQ.FT.) (515

2500

48.0 SQ.M. 48.0 SQ.M. 48.0 SQ.M. 48.0 SQ.M. 48.0 48.0 SQ.M. 48.0 SQ.M. 48.0 SQ.M. 48.0 SQ.M. 48.0 FFE

2539

(660 SQ.FT.) (660 (660 SQ.FT.) (660 268.350

FFE 18300 TYPE B TYPE TYPE B TYPE

LOBBY LOBBY

61.3 SQ.M. 61.3 61.3 SQ.M. 61.3

(785 SQ.FT.) (785

1500 1500 FFE 271.300 270.100

5039 73.0 SQ.M. 73.0

23484 271.675

FFE FFE

5500 5500 5500 5500

RAMP @ 5.0% @ RAMP

ELEVATOR ELEVATOR DN

3400 3400 PLANTER @270.730

268.260

UP

TYPE A TYPE TYPE A TYPE

ELEVATOR ELEVATOR ELEVATOR ELEVATOR

(515 SQ.FT.) (515 (515 SQ.FT.) (515

269.650 ROOM (980 SQ.FT.) (980

(970 SQ.FT.) (970 SQ.FT.) (650 SQ.FT.) (650 (970 SQ.FT.) (970

(800 SQ.FT.) (800 (800 SQ.FT.) (800

48.0 SQ.M. 48.0 48.0 SQ.M. 48.0 (685 SQ.FT.) (685 SQ.FT.) (800 (685 SQ.FT.) (685 SQ.FT.) (800 (555 SQ.FT.) (555 (555 SQ.FT.) (555

A SQ.M. 91.2

(750 SQ.FT.) (750 HOLDING (980 SQ.FT.) (980 (620 SQ.FT.) (620 90.1 SQ.M. 90.1 SQ.M. 60.1 SQ.M. 60.1 90.1 SQ.M. 90.1

74.4 SQ.M. 74.4 74.4 SQ.M. 74.4

63.6 SQ.M. 63.6 SQ.M. 74.4 63.6 SQ.M. 63.6 SQ.M. 74.4 51.8 SQ.M. 51.8 51.8 SQ.M. 51.8

GARBAGE 91.2 SQ.M. 91.2 57.4 SQ.M. 57.4 SQ.M. 69.8

(785 SQ.FT.) (785

SPACE 26720 92280 SPACE

C.A.C.F. C.A.C.F.

73.0 SQ.M. 73.0

AMENITY AMENITY (750 SQ.FT.) (750 (515 SQ.FT.) (515 (515 SQ.FT.) (515

269.950 271.150 48.0 SQ.M. 48.0 48.0 SQ.M. 48.0

PATIO PATIO SQ.M. 69.8 PATIO PATIO

(750 SQ.FT.) (750 (750 SQ.FT.) (750

267.92EX 270.700

CEILING)

70.0 SQ.M. 70.0 70.0 SQ.M. 70.0

269.950 270.730

(4500MM CLEAR TO U/S TO CLEAR (4500MM

(635 SQ.FT.) (635 (635 SQ.FT.) (635

SPACE SPACE

54 UNITS 54

AI PATIO PATIO PATIO PATIO PATIO COMMERCIAL UNIT COMMERCIAL

59.1 SQ.M. 59.1 59.1 SQ.M. 59.1 271.450 271.450 271.450 271.450 271.450 270.600 271.450 271.450 271.450 AMENITY

AMENITY DN DN

46100 46100 46100 PATIO PATIO PATIO PATIO

3 STOREY CONDO STOREY 3 268.350

(660 SQ.FT.) (660 (660 SQ.FT.) (660

4R

(785 SQ.FT.) (785 VESTIBULE

UNDERGROUND UNDERGROUND

FFE

SIDEWALK SIDEWALK

BUILDING E BUILDING

UP 61.3 SQ.M. 61.3 61.3 SQ.M. 61.3

73.0 SQ.M. 73.0

9530

271.300 270.100

STAIR TO STAIR STAIR TO STAIR

PATIO PATIO PATIO PATIO

270.120 268.350

5500 271.300

271.150

269.950 4500

270.700 TRUCK ZONE TRUCK 226 UNITS 226 TYPE A TYPE B TYPE

LOADING

13.0M x 4.5M x 13.0M 6 STOREY CONDO STOREY 6

270.730 269.950

3066

YONGE STREET YONGE (1,330 SQ.FT.) (1,330 (1,330 SQ.FT.) (1,330 (1,330 SQ.FT.) (1,330 (785 SQ.FT.) (785 (785 SQ.FT.) (785 SQ.FT.) (785

271.450

BUILDING B BUILDING

123.4 SQ.M. 123.4 123.4 SQ.M. 123.4 123.4 SQ.M. 123.4

73.0 SQ.M. 73.0 73.0 SQ.M. 73.0 SQ.M. 73.0

AMENITY SPACE AMENITY AMENITY SPACE AMENITY AMENITY SPACE AMENITY

SPACE

CEILING)

AMENITY

2700 3400 3000 13000

(4350MM CLEAR TO U/S TO CLEAR (4350MM 6400 PATIO PATIO PATIO PATIO

4500 4500 COMMERCIAL UNIT COMMERCIAL

FFE

13000 13000 1500

268.500

TRUCK ZONE TRUCK TRUCK ZONE TRUCK FFE

GARBAGE GARBAGE

(785 SQ.FT.) (785 (785 SQ.FT.) (785 (785 SQ.FT.) (785

271.600

13.0M x 4.5M x 13.0M 13.0M x 4.5M x 13.0M

73.0 SQ.M. 73.0 73.0 SQ.M. 73.0 73.0 SQ.M. 73.0

269.950 UP UP FFE UP UP 5500

DN DN DN DN 268.410

271.300 270.100 270.880

(220 SQ.FT.) (220

FFE FFE FFE 20.3 SQ.M. 20.3

FFE

72.2 SQ.M. (775 SQ.FT.) (775 SQ.M. 72.2 72.2 SQ.M. (775 SQ.FT.) (775 SQ.M. 72.2

STORAGE (800 SQ.FT.) (800 (800 SQ.FT.) (800 (860 SQ.FT.) (860 SQ.FT.) (800

4500 4500

GARBAGE HOLDING ROOM HOLDING GARBAGE GARBAGE HOLDING ROOM HOLDING GARBAGE SNOW

74.5 SQ.M. 74.5 74.5 SQ.M. 74.5 79.7 SQ.M. 79.7 SQ.M. 74.5

269.700 270.100

GARBAGE PAD GARBAGE GARBAGE PAD GARBAGE 271.450 (820 SQ.FT.) (820

CONCRETE CONCRETE

76.4 SQ.M. 76.4 CEILING)

4.5M x 4.5M x 4.5M 4.5M x 4.5M x 4.5M 271.600

(4350MM CLEAR TO U/S TO CLEAR (4350MM

COMMERCIAL UNIT COMMERCIAL

FFE

269.550

269.950 269.950

PATIO 271.150 AI PATIO PATIO PATIO PATIO

268.500

PLANTER @ 270.730 @ PLANTER

FFE

268.28EX

UNDERGROUND UNDERGROUND

271.150 270.730

SPACE SPACE SPACE 270.250

STAIR TO STAIR TO STAIR

(820 SQ.FT.) (820

FFE

AMENITY AMENITY AMENITY 76.4 SQ.M. 76.4

(340 SQ.FT.) (340 270.900

107210 107210

DN 47900 DN 23560

15010 15010 15010 59610 SQ.M. 31.8 59610

STORAGE

F 271.600 268.500

SNOW SIDEWALK SIDEWALK SIDEWALK

FFE

270.100

FFE

5500 6400 1800 7620 74680 (820 SQ.FT.) (820

269.950 76.4 SQ.M. 76.4

13000 4500 2700

270.250

FFE

MASONRY WALL MASONRY CEILING) 271.450

(4350MM CLEAR TO U/S TO CLEAR (4350MM 1.8M HIGH PERIMETER HIGH 1.8M

PATIO

COMMERCIAL UNIT COMMERCIAL

270.930

269.950 269.950 4500 PLANTER @ 271.030 @ PLANTER

271.450 271.450

AI PATIO PATIO GARBAGE PAD GARBAGE

268.500

268.500 271.600 CONCRETE

TRUCK ZONE TRUCK

4.5M x 4.5M x 4.5M

271.450 269.800 13.0M x 4.5M GARBAGE 4.5M x 13.0M FFE

FFE

128481 (820 SQ.FT.) (820

TOP OF RAMP@ OF TOP TOP OF RAMP@ OF TOP

RAMP SLOPES 15% SLOPES RAMP RAMP SLOPES 15% SLOPES RAMP

A102

76.4 SQ.M. 76.4

(800 SQ.FT.) (800 (860 SQ.FT.) (860

74.5 SQ.M. 74.5 79.7 SQ.M. 79.7

271.030 1

ENTRANCE / EXIT / ENTRANCE ENTRANCE / EXIT / ENTRANCE

RAMP DOWN TO GARAGE TO DOWN RAMP RAMP DOWN TO GARAGE TO DOWN RAMP

7.5% FOR 3.65M FOR 7.5% 7.5% FOR 3.65M FOR 7.5%

5500

RAMP SLOPES RAMP RAMP SLOPES RAMP PARKING PARKING FFE 268.625

DN DN DN DN

271.600

(785 SQ.FT.) (785 10 UNITS 10 270.100 UP UP UP UP

270.380

COMMERCIAL GFA = 53 SPACES 53 = GFA COMMERCIAL

FFE 73.0 SQ.M. 73.0 4500 4500 269.450 269.800 271.180 GARBAGE PAD GARBAGE

35000 35000

51.4 SQ.M. (550 SQ.FT.) (550 SQ.M. 51.4 51.4 SQ.M. (550 SQ.FT.) (550 SQ.M. 51.4

3 STOREY TOWNS STOREY 3

CONCRETE

269.950

GARBAGE PAD GARBAGE

FFE PARKING REQUIRED 1 PER 24 SQ.M. 24 PER 1 REQUIRED PARKING

GARBAGE HOLDING ROOM HOLDING GARBAGE GARBAGE HOLDING ROOM HOLDING GARBAGE 6400 4.5M x 4.5M x 4.5M CONCRETE

BUILDING F BUILDING 4.5M x 4.5M x 4.5M

1,281.6 SQ.M. (13,795 SQ.FT.) (13,795 SQ.M. 1,281.6 PATIO PATIO PATIO PATIO 1500

CEILING) 271.100

(4050MM CLEAR TO U/S TO CLEAR (4050MM

PLANTER @271.030

COMMERCIAL UNITS COMMERCIAL

FFE

COMMERCIAL UNIT COMMERCIAL 2700 3400 3000 13000 271.600 270.100 SPACE

AMENITY

3385

(1,330 SQ.FT.) (1,330 (1,330 SQ.FT.) (1,330 (1,330 SQ.FT.) (1,330

(785 SQ.FT.) (785 (785 SQ.FT.) (785 (785 SQ.FT.) (785

268.800

466 UNITS 466

224 UNITS 224 123.4 SQ.M. 123.4 123.4 SQ.M. 123.4 123.4 SQ.M. 123.4

73.0 SQ.M. 73.0 73.0 SQ.M. 73.0 73.0 SQ.M. 73.0

4500 AMENITY SPACE AMENITY AMENITY SPACE AMENITY AMENITY SPACE AMENITY

FFE

271.450 271.450

269.950

5500 ZONE TRUCK 6 STOREY COND0 STOREY 6

6 STOREY CONDO STOREY 6

271.030 271.600

LOADING

TRUCK ZONE TRUCK

TRUCK ZONE TRUCK 13000 13000

13.0M x 4.5M x 13.0M

BUILDING A BUILDING

GARBAGE GARBAGE TYPE A TYPE B TYPE FFE BUILDING C BUILDING 271.100

271.450

268.650

9530 13.0M x 4.5M x 13.0M 13.0M x 4.5M x 13.0M 269.950

270.500

54 UNITS 54

PATIO PATIO PATIO

PATIO 46100 46100 46100

270.100 271.600

3R

(785 SQ.FT.) (785 (660 SQ.FT.) (660 (660 SQ.FT.) (660 3 STOREY CONDO STOREY 3

SIDEWALK SIDEWALK

UP

4500 4500

73.0 SQ.M. 73.0

61.3 SQ.M. 61.3 61.3 SQ.M. 61.3 VESTIBULE VESTIBULE

BUILDING D BUILDING

PATIO PATIO PATIO PATIO

271.450 271.450 271.600 271.450 271.450 271.450 PATIO PATIO AI AI PATIO PATIO PATIO (635 SQ.FT.) (635 (635 SQ.FT.) (635

59.1 SQ.M. 59.1 59.1 SQ.M. 59.1 (750 SQ.FT.) (750 (750 SQ.FT.) (750

269.950 CEILING)

271.030 70.0 SQ.M. 70.0 70.0 SQ.M. 70.0

PATIO PATIO PATIO PATIO

2 (4050MM CLEAR TO U/S TO CLEAR (4050MM

VESTIBULE SPACE SPACE

271.450 269.950

COMMERCIAL UNIT COMMERCIAL

(515 SQ.FT.) (515 (515 SQ.FT.) (515 AMENITY AMENITY

ROOM

(750 SQ.FT.) (750 269.950 (620 SQ.FT.) (620

271.450

48.0 SQ.M. 48.0 48.0 SQ.M. 48.0

(750 SQ.FT.) (750 HOLDING 69.8 SQ.M. 69.8

57.4 SQ.M. 57.4 (785 SQ.FT.) (785

268.800

C.A.C.F. C.A.C.F.

69.8 SQ.M. 69.8

GARBAGE SPACE (970 SQ.FT.) (970 (650 SQ.FT.) (650 (970 SQ.FT.) (970 SPACE (650 SQ.FT.) (650 73.0 SQ.M. 73.0 (980 SQ.FT.) (980 (980 SQ.FT.) (980

FFE

AMENITY 90.1 SQ.M. 90.1 60.1 SQ.M. 60.1 90.1 SQ.M. 90.1 AMENITY 60.1 SQ.M. 60.1 91.2 SQ.M. 91.2 91.2 SQ.M. 91.2

(800 SQ.FT.) (800 (800 SQ.FT.) (800 SQ.FT.) (555 SQ.FT.) (685 (800 SQ.FT.) (800 (800 SQ.FT.) (800 SQ.FT.) (555 SQ.FT.) (685

(515 SQ.FT.) (515 (515 SQ.FT.) (515 271.180

A102 74.4 SQ.M. 74.4 74.4 SQ.M. 74.4 SQ.M. 51.8 SQ.M. 63.6 74.4 SQ.M. 74.4 74.4 SQ.M. 74.4 SQ.M. 51.8 SQ.M. 63.6

48.0 SQ.M. 48.0 48.0 SQ.M. 48.0

FFE

UP

268.720 ELEVATOR ELEVATOR ELEVATOR ELEVATOR

18300 1 ELEVATOR ELEVATOR DN

RAMP @ 5.0% @ RAMP

CEILING) DN DN

270.700

271.100

(4050MM CLEAR TO U/S TO CLEAR (4050MM (785 SQ.FT.) (785

COMMERCIAL UNIT COMMERCIAL

73.0 SQ.M. 73.0

GARBAGE PAD GARBAGE 23800 23800 (660 SQ.FT.) (660 (660 SQ.FT.) (660

ROOM UNDERGROUND UNDERGROUND

CONCRETE

271.600 61.3 SQ.M. 61.3 61.3 SQ.M. 61.3

(515 SQ.FT.) (515 (515 SQ.FT.) (515 SQ.FT.) (515 SQ.FT.) (515 (515 SQ.FT.) (515 (515 SQ.FT.) (515

270.100 HOLDING

268.800

4.5M x 3.0M x 4.5M

271.600

48.0 SQ.M. 48.0 48.0 SQ.M. 48.0 48.0 SQ.M. 48.0 SQ.M. 48.0 48.0 SQ.M. 48.0 48.0 SQ.M. 48.0

GARBAGE STAIR TO STAIR STAIR TO STAIR

FFE

(970 SQ.FT.) (970 SQ.FT.) (980 (650 SQ.FT.) (650 (970 SQ.FT.) (970 (970 SQ.FT.) (970 SQ.FT.) (650 SQ.FT.) (650 (980 SQ.FT.) (980 SQ.FT.) (970

FFE

2.5M ROAD WIDENING ROAD 2.5M

FFE COMMERCIAL

90.1 SQ.M. 90.1 SQ.M. 91.2 60.1 SQ.M. 60.1 FFE 90.1 SQ.M. 90.1 90.1 SQ.M. 90.1 SQ.M. 60.1 SQ.M. 60.1 91.2 SQ.M. 91.2 SQ.M. 90.1

ADDITIONAL NOTES: ADDITIONAL

LOBBY

(785 SQ.FT.) (785 (785 SQ.FT.) (785 (785 SQ.FT.) (785 SQ.FT.) (785 (785 SQ.FT.) (785 SQ.FT.) (785

26720 92280 83800 26240 85500

LOBBY LOBBY

73.0 SQ.M. 73.0 73.0 SQ.M. 73.0 73.0 SQ.M. 73.0 SQ.M. 73.0 73.0 SQ.M. 73.0 SQ.M. 73.0

(985 SQ.FT.) (985 (985 SQ.FT.) (985 (985 SQ.FT.) (985

(660 SQ.FT.) (660 (660 SQ.FT.) (660 (660 SQ.FT.) (660 SQ.FT.) (660 (660 SQ.FT.) (660 (660 SQ.FT.) (660

ROOM

91.6 SQ.M. 91.6 91.6 SQ.M. 91.6 91.6 SQ.M. 91.6

VESTIBULE

B SQ.M. 61.3 61.3 SQ.M. 61.3 61.3 SQ.M. 61.3 SQ.M. 61.3 61.3 SQ.M. 61.3 61.3 SQ.M. 61.3 TRUCK ZONE TRUCK

MAIL

GARBAGE

13.0M x 4.5M x 13.0M

ROOM ROOM

PATIO AI AI PATIO PATIO PATIO PATIO

VESTIBULE VESTIBULE

D 271.450 271.450 271.300 271.600 271.450 271.450 271.100

MAIL MAIL

268.800 270.100 3135 3135

1223 271.300 269.950 271.450 270.800 269.950 269.950 268.900 269.250 271.600 271.450 271.450 271.450

SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK

269.950

19/01/21 CLIENT REVIEW CLIENT 19/01/21 7 (460 SQ.FT.) (460

5500 5500 5500 5500

42.8 SQ.M. 42.8 4500 4500

STORAGE

TYPE A TYPE B TYPE TYPE A TYPE B TYPE

14/12/20 CLIENT REVIEW CLIENT 14/12/20 6 LOADING ZONE LOADING LOADING ZONE LOADING

R9000

16340 SNOW 16337 16362

12.0M x 4.5M x 12.0M 12.0M x 4.5M x 12.0M

R9000

R9000 13715

22/11/20 CLIENT REVIEW CLIENT 22/11/20 5

R9000

R9000

23/05/20 CLIENT REVIEW CLIENT 23/05/20 4 3400 3000 12000 3400 3000 12000 2700 2700 6400 6400

1500

6.4M DRIVE / FIRE ROUTE FIRE / DRIVE 6.4M

1500

50.6 SQ.M. + 492.4 SQ.M. = 543.0 SQ.M. CONVEYANCE SQ.M. 543.0 = SQ.M. 492.4 + SQ.M. 50.6 6400 CONVEYANCE SQ.M. 543.0 = SQ.M. 492.4 + SQ.M. 50.6 09/05/20 CLIENT REVIEW CLIENT 09/05/20 3

18.0M R.O.W. STREET B B STREET STREET R.O.W. R.O.W. 18.0M 18.0M

1313 1329 02/05/20 CLIENT REVIEW CLIENT 02/05/20 2

23/04/20 CLIENT REVIEW CLIENT 23/04/20 1

A102 ISSUED FOR: ISSUED NO: DATE:

2

MUST BE REPORTED DIRECTLY TO SRN ARCHITECTS INC. ARCHITECTS SRN TO DIRECTLY REPORTED BE MUST

TO COMMENCEMENT OF ANY WORK. ANY DISCREPANCIES ANY WORK. ANY OF COMMENCEMENT TO

ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIOR CONTRACTOR BY VERIFIED BE MUST DIMENSIONS ALL

THESE DRAWINGS ARE NOT TO BE SCALED: BE TO NOT ARE DRAWINGS THESE

www.ipsconsultinginc.com tel: 705 • 812 • 3281 fax: 705 • 812 • 3434 e: [email protected] e: 3434 • 812 • 705 fax: 3281 • 812 • 705 tel:

647 WELHAM RD., UNIT 9A, BARRIE, ONTARIO, L4N 0B7 L4N ONTARIO, BARRIE, 9A, UNIT RD., WELHAM 647

P L A N N E R S • P R O J E C T M A N A G E R S • L A N D D E V E L O P E R S R E P O L E V E D D N A L • S R E G A N A M T C E J O R P • S R E N N A L P INNOVATIVE PLANNING SOLUTIONS PLANNING INNOVATIVE

iue3 iePa hwn etlto Requirements Ventilation Showing Plan Site 3: Figure

Amenity Area Amenity

---

7,938.9m

2 Min. General Min.

Net: 249 units / ha / units 249 Net: Density

50 units / ha / units 50

Gross: 210 units / ha / units 210 Gross:

Gross: 210 units / ha / units 210 Gross: Min. Residential Min. CL:1:400 SCALE: A100

A100

2

BUILDING AND PROJECT STATISTCS PROJECT AND BUILDING (0.2 space / unit) / space (0.2

206 spaces 206 spaces 206 Parking Bicycle

PROJECT NUMBER: PROJECT

DRAWING NUMBER: DRAWING

G.P.R.

DRAWN BY: DRAWN

TOTAL GFA 82,188.1 SQ.M. (884,670 SQ.FT.) (884,670 SQ.M. 82,188.1 GFA TOTAL

PROJECT TOTAL 80,906.5 SQ.M. 9,874.9 SQ.M. 71,031.6 SQ.M. (87.8%) SQ.M. 71,031.6 SQ.M. 9,874.9 SQ.M. 80,906.5 TOTAL PROJECT

of GFA) of 24.0m

2

COMMERCIAL GFA 1,281.6 SQ.M. (13,795 SQ.FT.) (13,795 SQ.M. 1,281.6 GFA COMMERCIAL G.P.R. CHECKED BY: CHECKED

(1 parking space / space parking (1

14/12/20

DATE:

TOTAL RESIDENTIAL GFA 80,906.5 SQ.M. (870,875 SQ.FT.) 1,029 UNITS 1,029 SQ.FT.) (870,875 SQ.M. 80,906.5 GFA RESIDENTIAL TOTAL TOTAL 1,095.0 SQ.M. 0 SQ.M. 1,095.0 SQ.M. (100%) SQ.M. 1,095.0 SQ.M. 0 SQ.M. 1,095.0 TOTAL 53 spaces 53 Commercial Parking Commercial 'B' B.F. spaces B.F. 'B'

1:400 3 STOREY TOWNS TYPICAL (2ND TO 3RD) 365.0 SQ.M. 0 SQ.M. 730.0 SQ.M. 730.0 SQ.M. 0 SQ.M. 365.0 3RD) TO (2ND TYPICAL TOWNS STOREY 3 Type 'A' and 2 Type 2 and 'A' Type SCALE:

TOTAL 1,095.0 SQ.M. (11,785 SQ.FT.) 10 UNITS 10 SQ.FT.) (11,785 SQ.M. 1,095.0 TOTAL BLOCK F GROUND 365.0 SQ.M. 0 SQ.M. 365.0 SQ.M. 365.0 SQ.M. 0 SQ.M. 365.0 GROUND F BLOCK

52 spaces incl. 1 incl. spaces 52 STATS AND OBC MATRIX OBC AND STATS

3 STOREY TOWNS TYPICAL (2ND TO 3RD) 365.0 SQ.M. (3,930 SQ.FT.) (3,930 SQ.M. 365.0 3RD) TO (2ND TYPICAL TOWNS STOREY 3

(1 space / unit) / space (1

SITE PLAN, SITE BLOCK F GROUND 365.0 SQ.M. (3,930 SQ.FT.) (3,930 SQ.M. 365.0 GROUND F BLOCK TOTAL 5,066.1 SQ.M. 725.7 SQ.M. 4,340.4 SQ.M. (85.7%) SQ.M. 4,340.4 SQ.M. 725.7 SQ.M. 5,066.1 TOTAL

'B' B.F. spaces B.F. 'B' (1.13 space / unit) / space (1.13 DRAWING TITTLE: DRAWING

3 STOREY CONDO TYPICAL (2ND TO 3RD) 1,688.7 SQ.M. 159.9 SQ.M. 1,528.8 SQ.M. 1,528.8 SQ.M. 159.9 SQ.M. 1,688.7 3RD) TO (2ND TYPICAL CONDO STOREY 3

Residential Parking Residential

Type 'A' and 24 Type 24 and 'A' Type 1,167 spaces 1,167

TOTAL 5,066.1 SQ.M. (54,530 SQ.FT.) 54 UNITS 54 SQ.FT.) (54,530 SQ.M. 5,066.1 TOTAL BLOCK E GROUND 1,688.7 SQ.M. 405.9 SQ.M. 1,282.8 SQ.M. 1,282.8 SQ.M. 405.9 SQ.M. 1,688.7 GROUND E BLOCK

BARRIE, ONTARIO. BARRIE,

1,029 spaces incl. 32 incl. spaces 1,029

3 STOREY CONDO TYPICAL (2ND TO 3RD) 1,688.7 SQ.M. (18,175 SQ.FT.) 19 UNITS 19 SQ.FT.) (18,175 SQ.M. 1,688.7 3RD) TO (2ND TYPICAL CONDO STOREY 3

1012 YONGE STREET YONGE 1012

BLOCK E GROUND 1,688.7 SQ.M. (18,175 SQ.FT.) 16 UNITS 16 SQ.FT.) (18,175 SQ.M. 1,688.7 GROUND E BLOCK TOTAL 5,066.1 SQ.M. 725.7 SQ.M. 4,340.4 SQ.M. (85.7%) SQ.M. 4,340.4 SQ.M. 725.7 SQ.M. 5,066.1 TOTAL

Floor Space Index Space Floor

3 STOREY CONDO TYPICAL (2ND TO 3RD) 1,688.7 SQ.M. 159.9 SQ.M. 1,528.8 SQ.M. 1,528.8 SQ.M. 159.9 SQ.M. 1,688.7 3RD) TO (2ND TYPICAL CONDO STOREY 3 0.3 - 2.5 2.08 incl. commercial incl. 2.08 2.5 - 0.3

BARRIE MIXED-USE BARRIE

Min. - Max. General Max. - Min.

TOTAL 5,066.1 SQ.M. (54,530 SQ.FT.) 54 UNITS 54 SQ.FT.) (54,530 SQ.M. 5,066.1 TOTAL BLOCK D GROUND 1,688.7 SQ.M. 405.9 SQ.M. 1,282.8 SQ.M. 1,282.8 SQ.M. 405.9 SQ.M. 1,688.7 GROUND D BLOCK

PROJECT: 3 STOREY CONDO TYPICAL (2ND TO 3RD) 1,688.7 SQ.M. (18,175 SQ.FT.) 19 UNITS 19 SQ.FT.) (18,175 SQ.M. 1,688.7 3RD) TO (2ND TYPICAL CONDO STOREY 3

Residential

BLOCK D GROUND 1,688.7 SQ.M. (18,175 SQ.FT.) 16 UNITS 16 SQ.FT.) (18,175 SQ.M. 1,688.7 GROUND D BLOCK

TOTAL 17,136.2 SQ.M. 2,036.1 SQ.M. 15,100.1 SQ.M. (88.1%) SQ.M. 15,100.1 SQ.M. 2,036.1 SQ.M. 17,136.2 TOTAL

12 storeys 6 storeys 6 storeys 12

Max. Bldg. Height Bldg. Max.

6 STOREY CONDO TYPICAL (2ND TO 6TH) 2,884.1 SQ.M. 245.6 SQ.M. 2,638.5 SQ.M. 2,638.5 SQ.M. 245.6 SQ.M. 2,884.1 6TH) TO (2ND TYPICAL CONDO STOREY 6

TOTAL 17,136.2 SQ.M. (184,455 SQ.FT.) 224 UNITS 224 SQ.FT.) (184,455 SQ.M. 17,136.2 TOTAL BLOCK C GROUND 2,715.7 SQ.M. 808.1 SQ.M. 1,907.6 SQ.M. 1,907.6 SQ.M. 808.1 SQ.M. 2,715.7 GROUND C BLOCK

Residential

3 storeys 3 storeys 3 storeys 3 6 STOREY CONDO TYPICAL (2ND TO 6TH) 2,884.1 SQ.M. (31,045 SQ.FT.) 39 UNITS 39 SQ.FT.) (31,045 SQ.M. 2,884.1 6TH) TO (2ND TYPICAL CONDO STOREY 6

Min. Bldg. Height Bldg. Min.

BLOCK C GROUND 2,715.7 SQ.M. (29,230 SQ.FT.) 29 UNITS 29 SQ.FT.) (29,230 SQ.M. 2,715.7 GROUND C BLOCK TOTAL 17,304.6 SQ.M. 2,057.5 SQ.M. 15,247.1 SQ.M. (88.1%) SQ.M. 15,247.1 SQ.M. 2,057.5 SQ.M. 17,304.6 TOTAL

Commercial Uses Commercial

6 STOREY CONDO TYPICAL (2ND TO 6TH) 2,884.1 SQ.M. 245.6 SQ.M. 2,638.5 SQ.M. 2,638.5 SQ.M. 245.6 SQ.M. 2,884.1 6TH) TO (2ND TYPICAL CONDO STOREY 6

.m4.5m 4.5m for Height Floor

TOTAL 17,304.6 SQ.M. (186,265 SQ.FT.) 226 UNITS 226 SQ.FT.) (186,265 SQ.M. 17,304.6 TOTAL BLOCK B GROUND 2,884.1 SQ.M. 829.5 SQ.M. 2,054.6 SQ.M. SQ.M. 2,054.6 SQ.M. 829.5 SQ.M. 2,884.1 GROUND B BLOCK

CLIENT: Min. Street Level Street Min.

6 STOREY CONDO TYPICAL (2ND TO 6TH) 2,884.1 SQ.M. (31,045 SQ.FT.) 39 UNITS 39 SQ.FT.) (31,045 SQ.M. 2,884.1 6TH) TO (2ND TYPICAL CONDO STOREY 6

property line) property

SRN ARCHITECTS INC. 2021 INC. ARCHITECTS SRN BLOCK B GROUND 2,884.1 SQ.M. (31,045 SQ.FT.) 31 UNITS 31 SQ.FT.) (31,045 SQ.M. 2,884.1 GROUND B BLOCK

1,281.6 SQ.M. (13,795 SQ.FT.) OF GROUND FLOOR COMMERCIAL FLOOR GROUND OF SQ.FT.) (13,795 SQ.M. 1,281.6 INCLUDE NOT *DOES C

more from the from more

TOTAL (GROUND TO 6TH) 35,238.5 SQ.M. 4,329.9 SQ.M. 30,908.6 SQ.M. (87.7%) SQ.M. 30,908.6 SQ.M. 4,329.9 SQ.M. 35,238.5 6TH) TO (GROUND TOTAL

setback 3.0m or 3.0m setback

exterior) and Rear and exterior) TOTAL (GROUND TO 6TH) 36,520.1 SQ.M. (393,100 SQ.FT.) 461 UNITS 461 SQ.FT.) (393,100 SQ.M. 36,520.1 6TH) TO (GROUND TOTAL 6 STOREY CONDO TYPICAL (2ND TO 6TH) 6,116.3 SQ.M. 532.3 SQ.M. 5,584.0 SQ.M. 5,584.0 SQ.M. 532.3 SQ.M. 6,116.3 6TH) TO (2ND TYPICAL CONDO STOREY 6

Not Required Not storeys if the bldg. is bldg. the if storeys

Front, Side (interior & (interior Side Front,

TYPICAL (2ND TO 6TH) 6,116.3 SQ.M. (65,835 SQ.FT.) 83 UNITS 83 SQ.FT.) (65,835 SQ.M. 6,116.3 6TH) TO (2ND TYPICAL BLOCK A (MIXED-USE) GROUND (RESIDENTIAL) 4,657.0 SQ.M. 1,668.4 SQ.M. 2,988.6 SQ.M. 2,988.6 SQ.M. 1,668.4 SQ.M. 4,657.0 (RESIDENTIAL) GROUND (MIXED-USE) A BLOCK

for five and up to six to up and five for

6 STOREY CONDO GROUND (COMMERCIAL) 1,281.6 SQ.M. (13,795 SQ.FT.) (13,795 SQ.M. 1,281.6 (COMMERCIAL) GROUND CONDO STOREY 6 SELLABLE AREA STATISTICS: AREA SELLABLE AREA (GFA) SERVICE AREA SELLABLE AREA (TSA) (TSA) AREA SELLABLE AREA SERVICE (GFA) AREA

step-back is required is step-back

BLOCK A (MIXED-USE) GROUND (RESIDENTIAL) 4,657.0 SQ.M. (50,125 SQ.FT.) 46 UNITS 46 SQ.FT.) (50,125 SQ.M. 4,657.0 (RESIDENTIAL) GROUND (MIXED-USE) A BLOCK Not Required (no Required Not

Protection Zone Protection

(REQUIRES 53 PARKING SPACES) PARKING 53 (REQUIRES

Environmental UNDERGROUND GARAGE 35,283.5 SQ.M. (379,790 SQ.FT.) (379,790 SQ.M. 35,283.5 GARAGE UNDERGROUND

OMRILSAE(F OG)1216S..(375S.T)N/A SQ.FT.) (13,795 SQ.M. 1,281.6 YONGE) (OFF SPACE COMMERCIAL

space or space 2.04 (EXCLUDING COMMERCIAL) (EXCLUDING 2.04

Residential, Open Residential,

FSI 2.08 (INCLUDING COMMERCIAL) (INCLUDING 2.08 FSI

PARKING RATIO OF 1.13 SPACES PER UNIT PER SPACES 1.13 OF RATIO PARKING

abutting a abutting .m3.1m 1.2m PHONE: 905.417.5515 FAX: 905.417.5517 FAX: 905.417.5515 PHONE:

BUILDING COVERAGE 15,626.9 SQ.M. (168,205 SQ.FT.) OR 39.46% OR SQ.FT.) (168,205 SQ.M. 15,626.9 COVERAGE BUILDING

TOTAL PARKING (53 COMMERCIAL SPACES REQUIRED) 1,220 SPACES 1,220 REQUIRED) SPACES COMMERCIAL (53 PARKING TOTAL

VAUGHAN, ONTARIO. L4K 5Y2 L4K ONTARIO. VAUGHAN, 4 Storeys and less and Storeys 4

SITE AREA 39,606.3 SQ.M. (426,320 SQ.FT.) (426,320 SQ.M. 39,606.3 AREA SITE

187 SPACES 187 PARKING LEVEL SITE Residential Buildings Residential 8395 JANE STREET, SUITE 203 SUITE STREET, JANE 8395

Yard setback Yard PARKING UNDERGROUND GARAGE 35,283.5 SQ.M. (379,790 SQ.FT.) 1,033 SPACES 1,033 SQ.FT.) (379,790 SQ.M. 35,283.5 GARAGE UNDERGROUND PARKING

SITE STATISTICS: SITE

Min. Side or Rear or Side Min. YEAE UNITS AREA TYPE

Yard Setback Yard

.m3.1m 5.0m

Min. side or Rear or side Min.

Laneway

R.O.W.)

CL:1:400 SCALE:

abutting a Street or Street a abutting

A100 1.5m

(Rear - Municipal - (Rear

Yard Setback Yard

3.1m 1

SITE PLAN SITE Min. Side or Rear or Side Min.

the lot line) lot the

bldgs. within 5.0m of 5.0m within bldgs.

(min.) (21%)

frontage shall have shall frontage

Front Yard Setback Yard Front 2.5m

(Max. of 50% of the of 50% of (Max.

1,281.6 SQ.M. (13,795 SQ.FT.) OF COMMERCIAL GFA COMMERCIAL OF SQ.FT.) (13,795 SQ.M. 1,281.6

0.0m

318.1m (Street 'A') (Street 318.1m

N.A. Lot Frontage (min). Frontage Lot 122.5m (Municipal R.O.W.) (Municipal 122.5m

128.5m (Yonge St.) (Yonge 128.5m

(Net Area) (Net

80,906.5 SQ.M. (870,875 SQ.FT.) OF RESIDENTIAL GFA RESIDENTIAL OF SQ.FT.) (870,875 SQ.M. 80,906.5 4.14ha

Developable Area Developable

(MNU)

PROVIDED PROVISION

REQUIRED

ZONING TABLE ZONING 1,029 RESIDENTIAL UNITS (10 TOWNHOUSE UNITS AND 1,019 CONDO UNITS) CONDO 1,019 AND UNITS TOWNHOUSE (10 UNITS RESIDENTIAL 1,029

TRAFFIC MANUAL BOOK 5 - REGULATORY SIGNS REGULATORY - 5 BOOK MANUAL TRAFFIC

AND MARKED IN ACCORDANCE WITH ONTARION WITH ACCORDANCE IN MARKED AND

BARRIER FREE PARKING STALLS TO BE SIGNED (Rb-93) SIGNED BE TO STALLS PARKING FREE BARRIER

2.5M ROAD WIDENING ROAD 2.5M 24.0M STREET 'A' STREET 24.0M

PARKING SPACES PARKING A102

24000 24000

2

NO: LEVEL SITE 187 DATE:

REVISION COMMENT: REVISION

R9000 PRELIMINARY

5000

R9000 ALL AREAS CALCULATIONS ARE CALCULATIONS AREAS ALL

R9000

CONSTRUCTION

R9000

SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK

1520 1520

PRELIMINARY, NOT FOR NOT PRELIMINARY,

270.000

269.290 270.200 270.420

269.350 3095 R9000 3320 3320 3320 TRIANGLE 268.450 268.550 268.500 268.500 267.800

4895

4895

(640 SQ.FT.) (640 270.850 270.950 271.300 270.700

271.640 270.800 271.150

DAYLIGHT 15000 15000

1800 1800

59.7 SQ.M. 59.7

268.200 10000

PLANTER @ 270.730 @ PLANTER PLANTER @ 269.950 @ PLANTER 269.950 @ PLANTER 4131 268.950

268.700

A103 STORAGE

271.750 271.600 271.900 271.450 271.450

271.450 1800

1 SNOW

PLANTER @ 271.450 @ PLANTER

ROOM ROOM

VESTIBULE VESTIBULE 3103

MAIL MAIL

GROUND FLOORPLAN-BLOCKA ROOM CL:1:200 SCALE:

VESTIBULE

(660 SQ.FT.) (660 SQ.FT.) (660 SQ.FT.) (660 SQ.FT.) (660 (660 SQ.FT.) (660 SQ.FT.) (660 SQ.FT.) (660 SQ.FT.) (660

MAIL

(985 SQ.FT.) (985 (985 SQ.FT.) (985 SQ.FT.) (985

270.850 268.700

61.3 SQ.M. 61.3 SQ.M. 61.3 SQ.M. 61.3 SQ.M. 61.3 61.3 SQ.M. 61.3 SQ.M. 61.3 SQ.M. 61.3 SQ.M. 61.3

91.6 SQ.M. 91.6 91.6 SQ.M. 91.6 SQ.M. 91.6

PLANTER @269.950

6400 6400

FFE FFE

(785 SQ.FT.) (785 SQ.FT.) (785 (785 SQ.FT.) (785 SQ.FT.) (785

(650 SQ.FT.) (650 SQ.FT.) (970 SQ.FT.) (980 (980 SQ.FT.) (980 SQ.FT.) (970 SQ.FT.) (970 SQ.FT.) (650 SQ.FT.) (650 (970 SQ.FT.) (970

2539

318097

73.0 SQ.M. 73.0 SQ.M. 73.0 73.0 SQ.M. 73.0 SQ.M. 73.0

60.1 SQ.M. 60.1 SQ.M. 90.1 SQ.M. 91.2 91.2 SQ.M. 91.2 SQ.M. 90.1 SQ.M. 90.1 SQ.M. 60.1 SQ.M. 60.1

23800 SQ.M. 90.1 23800

CEILING)

LIFT LIFT

UP 8R UP

(4500MM CLEAR TO U/S TO CLEAR (4500MM UP 3R UP

270.880 COMMERCIAL UNIT COMMERCIAL

2700 271.600 PLANTER @271.450 3000 3000

(515 SQ.FT.) (515 SQ.FT.) (515 SQ.FT.) (515 SQ.FT.) (515 (515 SQ.FT.) (515 SQ.FT.) (515 SQ.FT.) (515 SQ.FT.) (515

2500

48.0 SQ.M. 48.0 SQ.M. 48.0 SQ.M. 48.0 SQ.M. 48.0 48.0 SQ.M. 48.0 SQ.M. 48.0 SQ.M. 48.0 SQ.M. 48.0 FFE

2539

(660 SQ.FT.) (660 (660 SQ.FT.) (660 268.350

FFE 18300 TYPE B TYPE TYPE B TYPE

LOBBY LOBBY

61.3 SQ.M. 61.3 61.3 SQ.M. 61.3

(785 SQ.FT.) (785

1500 1500 FFE 271.300 270.100

5039 73.0 SQ.M. 73.0

23484 271.675

FFE FFE

5500 5500 5500 5500 RAMP @ 5.0% @ RAMP

ELEVATOR ELEVATOR DN

3400 3400 PLANTER @270.730

268.260

UP

TYPE A TYPE TYPE A TYPE

ELEVATOR ELEVATOR ELEVATOR ELEVATOR

(515 SQ.FT.) (515 (515 SQ.FT.) (515

269.650 ROOM (980 SQ.FT.) (980

(970 SQ.FT.) (970 SQ.FT.) (650 SQ.FT.) (650 (970 SQ.FT.) (970

(800 SQ.FT.) (800 (800 SQ.FT.) (800

48.0 SQ.M. 48.0 48.0 SQ.M. 48.0 (685 SQ.FT.) (685 SQ.FT.) (800 (685 SQ.FT.) (685 SQ.FT.) (800 (555 SQ.FT.) (555 (555 SQ.FT.) (555

91.2 SQ.M. 91.2

(750 SQ.FT.) (750 HOLDING (980 SQ.FT.) (980 (620 SQ.FT.) (620 90.1 SQ.M. 90.1 SQ.M. 60.1 SQ.M. 60.1 90.1 SQ.M. 90.1

74.4 SQ.M. 74.4 74.4 SQ.M. 74.4

63.6 SQ.M. 63.6 SQ.M. 74.4 63.6 SQ.M. 63.6 SQ.M. 74.4 51.8 SQ.M. 51.8 51.8 SQ.M. 51.8

GARBAGE 91.2 SQ.M. 91.2 57.4 SQ.M. 57.4 SQ.M. 69.8

(785 SQ.FT.) (785

SPACE 26720 92280 SPACE

C.A.C.F. C.A.C.F.

73.0 SQ.M. 73.0

AMENITY AMENITY (750 SQ.FT.) (750 (515 SQ.FT.) (515 (515 SQ.FT.) (515

269.950 271.150 48.0 SQ.M. 48.0 48.0 SQ.M. 48.0

PATIO PATIO SQ.M. 69.8 PATIO PATIO

(750 SQ.FT.) (750 (750 SQ.FT.) (750

267.92EX 270.700

CEILING)

70.0 SQ.M. 70.0 70.0 SQ.M. 70.0

269.950 270.730

(4500MM CLEAR TO U/S TO CLEAR (4500MM

(635 SQ.FT.) (635 (635 SQ.FT.) (635

SPACE SPACE

54 UNITS 54

AI PATIO PATIO PATIO PATIO PATIO COMMERCIAL UNIT COMMERCIAL

59.1 SQ.M. 59.1 59.1 SQ.M. 59.1 271.450 271.450 271.450 271.450 271.450 270.600 271.450 271.450 271.450 AMENITY

AMENITY DN DN

46100 46100 46100 PATIO PATIO PATIO PATIO

3 STOREY CONDO STOREY 3 268.350

(660 SQ.FT.) (660 (660 SQ.FT.) (660

4R

(785 SQ.FT.) (785 VESTIBULE

UNDERGROUND UNDERGROUND

FFE

SIDEWALK SIDEWALK

BUILDING E BUILDING

UP 61.3 SQ.M. 61.3 61.3 SQ.M. 61.3

73.0 SQ.M. 73.0

9530

271.300 270.100

STAIR TO STAIR STAIR TO STAIR

PATIO PATIO PATIO PATIO

270.120 268.350

5500 271.300

271.150

269.950 4500

270.700 TRUCK ZONE TRUCK 226 UNITS 226 TYPE A TYPE B TYPE

LOADING

13.0M x 4.5M x 13.0M 6 STOREY CONDO STOREY 6

270.730 269.950

3066

YONGE STREET YONGE (1,330 SQ.FT.) (1,330 (1,330 SQ.FT.) (1,330 (1,330 SQ.FT.) (1,330 (785 SQ.FT.) (785 (785 SQ.FT.) (785 SQ.FT.) (785

271.450

BUILDING B BUILDING

123.4 SQ.M. 123.4 123.4 SQ.M. 123.4 123.4 SQ.M. 123.4

73.0 SQ.M. 73.0 73.0 SQ.M. 73.0 SQ.M. 73.0

AMENITY SPACE AMENITY AMENITY SPACE AMENITY AMENITY SPACE AMENITY

SPACE

CEILING)

AMENITY

2700 3400 3000 13000

(4350MM CLEAR TO U/S TO CLEAR (4350MM 6400 PATIO PATIO PATIO PATIO

4500 4500 COMMERCIAL UNIT COMMERCIAL

FFE

13000 13000 1500

268.500

TRUCK ZONE TRUCK TRUCK ZONE TRUCK FFE

GARBAGE GARBAGE

(785 SQ.FT.) (785 (785 SQ.FT.) (785 (785 SQ.FT.) (785

271.600

13.0M x 4.5M x 13.0M 13.0M x 4.5M x 13.0M

73.0 SQ.M. 73.0 73.0 SQ.M. 73.0 73.0 SQ.M. 73.0

269.950 UP UP FFE UP UP 5500

DN DN DN DN 268.410

271.300 270.100 270.880

(220 SQ.FT.) (220

FFE FFE FFE

20.3 SQ.M. 20.3

FFE

72.2 SQ.M. (775 SQ.FT.) (775 SQ.M. 72.2 72.2 SQ.M. (775 SQ.FT.) (775 SQ.M. 72.2

STORAGE (800 SQ.FT.) (800 (800 SQ.FT.) (800 (860 SQ.FT.) (860 SQ.FT.) (800

Windows 4500 4500

GARBAGE HOLDING ROOM HOLDING GARBAGE GARBAGE HOLDING ROOM HOLDING GARBAGE SNOW

74.5 SQ.M. 74.5 74.5 SQ.M. 74.5 79.7 SQ.M. 79.7 SQ.M. 74.5

269.700 270.100

GARBAGE PAD GARBAGE GARBAGE PAD GARBAGE 271.450 (820 SQ.FT.) (820

CONCRETE CONCRETE

76.4 SQ.M. 76.4 CEILING)

4.5M x 4.5M x 4.5M 4.5M x 4.5M x 4.5M

271.600

(4350MM CLEAR TO U/S TO CLEAR (4350MM

COMMERCIAL UNIT COMMERCIAL

Open FFE

269.550

269.950 269.950

PATIO 271.150 AI PATIO PATIO PATIO PATIO

268.500

PLANTER @ 270.730 @ PLANTER

FFE

268.28EX

UNDERGROUND UNDERGROUND

271.150 270.730

SPACE SPACE SPACE 270.250 to Means

STAIR TO STAIR TO STAIR

(820 SQ.FT.) (820

FFE

AMENITY AMENITY AMENITY 76.4 SQ.M. 76.4

(340 SQ.FT.) (340

270.900

A/C 107210 107210

DN 47900 DN 23560 15010 15010 15010 59610 SQ.M. 31.8 59610

Alternative STORAGE

271.600 268.500

SNOW SIDEWALK SIDEWALK SIDEWALK

FFE

270.100

Central

FFE etlto / Ventilation

5500 6400 1800 7620 74680 (820 SQ.FT.) (820

269.950 76.4 SQ.M. 76.4

13000 4500 2700

270.250

FFE

MASONRY WALL MASONRY CEILING) 271.450

(4350MM CLEAR TO U/S TO CLEAR (4350MM Air Forced 1.8M HIGH PERIMETER HIGH 1.8M

PATIO

COMMERCIAL UNIT COMMERCIAL

270.930

269.950 269.950 4500 PLANTER @ 271.030 @ PLANTER

271.450 271.450

AI PATIO PATIO GARBAGE PAD GARBAGE

268.500

268.500 271.600 CONCRETE

TRUCK ZONE TRUCK

4.5M x 4.5M x 4.5M

271.450 269.800 13.0M x 4.5M GARBAGE 4.5M x 13.0M FFE

FFE

128481 (820 SQ.FT.) (820

TOP OF RAMP@ OF TOP TOP OF RAMP@ OF TOP

RAMP SLOPES 15% SLOPES RAMP RAMP SLOPES 15% SLOPES RAMP

A102

76.4 SQ.M. 76.4

(800 SQ.FT.) (800 (860 SQ.FT.) (860

74.5 SQ.M. 74.5 79.7 SQ.M. 79.7

271.030 1

ENTRANCE / EXIT / ENTRANCE ENTRANCE / EXIT / ENTRANCE

RAMP DOWN TO GARAGE TO DOWN RAMP RAMP DOWN TO GARAGE TO DOWN RAMP

7.5% FOR 3.65M FOR 7.5% 7.5% FOR 3.65M FOR 7.5%

5500

RAMP SLOPES RAMP RAMP SLOPES RAMP PARKING PARKING FFE 268.625

DN DN DN DN

271.600

(785 SQ.FT.) (785 10 UNITS 10 270.100 UP UP UP UP

270.380

COMMERCIAL GFA = 53 SPACES 53 = GFA COMMERCIAL

FFE 73.0 SQ.M. 73.0 4500 4500 269.450 269.800 271.180 GARBAGE PAD GARBAGE

35000 35000

51.4 SQ.M. (550 SQ.FT.) (550 SQ.M. 51.4 51.4 SQ.M. (550 SQ.FT.) (550 SQ.M. 51.4

3 STOREY TOWNS STOREY 3

CONCRETE

269.950

GARBAGE PAD GARBAGE

FFE PARKING REQUIRED 1 PER 24 SQ.M. 24 PER 1 REQUIRED PARKING

GARBAGE HOLDING ROOM HOLDING GARBAGE GARBAGE HOLDING ROOM HOLDING GARBAGE 6400 4.5M x 4.5M x 4.5M CONCRETE

BUILDING F BUILDING 4.5M x 4.5M x 4.5M

1,281.6 SQ.M. (13,795 SQ.FT.) (13,795 SQ.M. 1,281.6 PATIO PATIO PATIO PATIO 1500

CEILING) 271.100

(4050MM CLEAR TO U/S TO CLEAR (4050MM

PLANTER @271.030

COMMERCIAL UNITS COMMERCIAL

FFE

COMMERCIAL UNIT COMMERCIAL 2700 3400 3000 13000 271.600 270.100 SPACE

AMENITY

3385

(1,330 SQ.FT.) (1,330 (1,330 SQ.FT.) (1,330 (1,330 SQ.FT.) (1,330

(785 SQ.FT.) (785 (785 SQ.FT.) (785 (785 SQ.FT.) (785

268.800

466 UNITS 466

224 UNITS 224 123.4 SQ.M. 123.4 123.4 SQ.M. 123.4 123.4 SQ.M. 123.4

73.0 SQ.M. 73.0 73.0 SQ.M. 73.0 73.0 SQ.M. 73.0

4500 AMENITY SPACE AMENITY AMENITY SPACE AMENITY AMENITY SPACE AMENITY

FFE

271.450 271.450

269.950

5500 ZONE TRUCK 6 STOREY COND0 STOREY 6

6 STOREY CONDO STOREY 6

271.030 271.600

LOADING

TRUCK ZONE TRUCK

TRUCK ZONE TRUCK 13000 13000

13.0M x 4.5M x 13.0M

BUILDING A BUILDING

GARBAGE GARBAGE TYPE A TYPE B TYPE FFE BUILDING C BUILDING 271.100

271.450

268.650

9530 13.0M x 4.5M x 13.0M 13.0M x 4.5M x 13.0M 269.950

270.500

54 UNITS 54

PATIO PATIO PATIO

PATIO 46100 46100 46100

270.100 271.600

3R

(785 SQ.FT.) (785 (660 SQ.FT.) (660 (660 SQ.FT.) (660 3 STOREY CONDO STOREY 3

SIDEWALK SIDEWALK

UP

4500 4500

73.0 SQ.M. 73.0

61.3 SQ.M. 61.3 61.3 SQ.M. 61.3 VESTIBULE VESTIBULE

BUILDING D BUILDING

PATIO PATIO PATIO PATIO

271.450 271.450 271.600 271.450 271.450 271.450 PATIO PATIO AI AI PATIO PATIO PATIO (635 SQ.FT.) (635 (635 SQ.FT.) (635

59.1 SQ.M. 59.1 59.1 SQ.M. 59.1 (750 SQ.FT.) (750 (750 SQ.FT.) (750

269.950 CEILING)

271.030 70.0 SQ.M. 70.0 70.0 SQ.M. 70.0

PATIO PATIO PATIO PATIO

2 (4050MM CLEAR TO U/S TO CLEAR (4050MM

VESTIBULE SPACE SPACE

271.450 269.950

COMMERCIAL UNIT COMMERCIAL

(515 SQ.FT.) (515 (515 SQ.FT.) (515 AMENITY AMENITY

ROOM

(750 SQ.FT.) (750 269.950 (620 SQ.FT.) (620

271.450

48.0 SQ.M. 48.0 48.0 SQ.M. 48.0

(750 SQ.FT.) (750 HOLDING 69.8 SQ.M. 69.8

57.4 SQ.M. 57.4 (785 SQ.FT.) (785

268.800

C.A.C.F. C.A.C.F.

69.8 SQ.M. 69.8

GARBAGE SPACE (970 SQ.FT.) (970 (650 SQ.FT.) (650 (970 SQ.FT.) (970 SPACE (650 SQ.FT.) (650 73.0 SQ.M. 73.0 (980 SQ.FT.) (980 (980 SQ.FT.) (980

FFE

AMENITY 90.1 SQ.M. 90.1 60.1 SQ.M. 60.1 90.1 SQ.M. 90.1 AMENITY 60.1 SQ.M. 60.1 91.2 SQ.M. 91.2 91.2 SQ.M. 91.2

(800 SQ.FT.) (800 (800 SQ.FT.) (800 SQ.FT.) (555 SQ.FT.) (685 (800 SQ.FT.) (800 (800 SQ.FT.) (800 SQ.FT.) (555 SQ.FT.) (685

(515 SQ.FT.) (515 (515 SQ.FT.) (515 271.180

A102 74.4 SQ.M. 74.4 74.4 SQ.M. 74.4 SQ.M. 51.8 SQ.M. 63.6 74.4 SQ.M. 74.4 74.4 SQ.M. 74.4 SQ.M. 51.8 SQ.M. 63.6

48.0 SQ.M. 48.0 48.0 SQ.M. 48.0

FFE

UP

268.720 ELEVATOR ELEVATOR ELEVATOR ELEVATOR

18300 1 ELEVATOR ELEVATOR DN

RAMP @ 5.0% @ RAMP

CEILING) DN DN

270.700

271.100

(4050MM CLEAR TO U/S TO CLEAR (4050MM (785 SQ.FT.) (785

COMMERCIAL UNIT COMMERCIAL

73.0 SQ.M. 73.0

GARBAGE PAD GARBAGE 23800 23800 (660 SQ.FT.) (660 (660 SQ.FT.) (660

ROOM UNDERGROUND UNDERGROUND

CONCRETE

271.600 61.3 SQ.M. 61.3 61.3 SQ.M. 61.3

(515 SQ.FT.) (515 (515 SQ.FT.) (515 SQ.FT.) (515 SQ.FT.) (515 (515 SQ.FT.) (515 (515 SQ.FT.) (515

270.100 HOLDING

268.800

4.5M x 3.0M x 4.5M

271.600

48.0 SQ.M. 48.0 48.0 SQ.M. 48.0 48.0 SQ.M. 48.0 SQ.M. 48.0 48.0 SQ.M. 48.0 48.0 SQ.M. 48.0

GARBAGE STAIR TO STAIR STAIR TO STAIR

FFE

(970 SQ.FT.) (970 SQ.FT.) (980 (650 SQ.FT.) (650 (970 SQ.FT.) (970 (970 SQ.FT.) (970 SQ.FT.) (650 SQ.FT.) (650 (980 SQ.FT.) (980 SQ.FT.) (970

FFE

2.5M ROAD WIDENING ROAD 2.5M

FFE COMMERCIAL

90.1 SQ.M. 90.1 SQ.M. 91.2 60.1 SQ.M. 60.1 FFE 90.1 SQ.M. 90.1 90.1 SQ.M. 90.1 SQ.M. 60.1 SQ.M. 60.1 91.2 SQ.M. 91.2 SQ.M. 90.1

ADDITIONAL NOTES: ADDITIONAL

LOBBY

(785 SQ.FT.) (785 (785 SQ.FT.) (785 (785 SQ.FT.) (785 SQ.FT.) (785 (785 SQ.FT.) (785 SQ.FT.) (785

26720 92280 83800 26240 85500

LOBBY LOBBY

73.0 SQ.M. 73.0 73.0 SQ.M. 73.0 73.0 SQ.M. 73.0 SQ.M. 73.0 73.0 SQ.M. 73.0 SQ.M. 73.0

(985 SQ.FT.) (985 (985 SQ.FT.) (985 (985 SQ.FT.) (985

(660 SQ.FT.) (660 (660 SQ.FT.) (660 (660 SQ.FT.) (660 SQ.FT.) (660 (660 SQ.FT.) (660 (660 SQ.FT.) (660

ROOM

91.6 SQ.M. 91.6 91.6 SQ.M. 91.6 91.6 SQ.M. 91.6

VESTIBULE

61.3 SQ.M. 61.3 61.3 SQ.M. 61.3 61.3 SQ.M. 61.3 SQ.M. 61.3 61.3 SQ.M. 61.3 61.3 SQ.M. 61.3 TRUCK ZONE TRUCK

MAIL

GARBAGE

13.0M x 4.5M x 13.0M

ROOM ROOM

PATIO AI AI PATIO PATIO PATIO PATIO

VESTIBULE VESTIBULE

271.450 271.450 271.300 271.600 271.450 271.450 271.100

MAIL MAIL

268.800 270.100 3135 3135

1223 271.300 269.950 271.450 270.800 269.950 269.950 268.900 269.250 271.600 271.450 271.450 271.450

SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK

269.950

19/01/21 CLIENT REVIEW CLIENT 19/01/21 7 (460 SQ.FT.) (460

5500 5500 5500 5500

42.8 SQ.M. 42.8 4500 4500

STORAGE

TYPE A TYPE B TYPE TYPE A TYPE B TYPE

14/12/20 CLIENT REVIEW CLIENT 14/12/20 6 LOADING ZONE LOADING LOADING ZONE LOADING

R9000

16340 SNOW 16337 16362

12.0M x 4.5M x 12.0M 12.0M x 4.5M x 12.0M

R9000

R9000 13715

22/11/20 CLIENT REVIEW CLIENT 22/11/20 5

R9000

R9000

23/05/20 CLIENT REVIEW CLIENT 23/05/20 4 3400 3000 12000 3400 3000 12000 2700 2700 6400 6400

1500

6.4M DRIVE / FIRE ROUTE FIRE / DRIVE 6.4M

1500

50.6 SQ.M. + 492.4 SQ.M. = 543.0 SQ.M. CONVEYANCE SQ.M. 543.0 = SQ.M. 492.4 + SQ.M. 50.6 6400 CONVEYANCE SQ.M. 543.0 = SQ.M. 492.4 + SQ.M. 50.6 09/05/20 CLIENT REVIEW CLIENT 09/05/20 3

18.0M R.O.W. STREET B B STREET STREET R.O.W. R.O.W. 18.0M 18.0M

1313 1329 02/05/20 CLIENT REVIEW CLIENT 02/05/20 2

23/04/20 CLIENT REVIEW CLIENT 23/04/20 1

A102 ISSUED FOR: ISSUED NO: DATE:

2

MUST BE REPORTED DIRECTLY TO SRN ARCHITECTS INC. ARCHITECTS SRN TO DIRECTLY REPORTED BE MUST

TO COMMENCEMENT OF ANY WORK. ANY DISCREPANCIES ANY WORK. ANY OF COMMENCEMENT TO

ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIOR CONTRACTOR BY VERIFIED BE MUST DIMENSIONS ALL

THESE DRAWINGS ARE NOT TO BE SCALED: BE TO NOT ARE DRAWINGS THESE APPENDIX A Road & Rail Traffic Data Mandy Chan

From: Justin MacDonald Sent: June 17, 2020 2:34 PM To: Mandy Chan Subject: Re: Road Traffic Data Request - Yonge Street

Good afternoon Mandy,

Sorry I missed this email from February.

The current AADT on Yonge Street is 13,000 vehicles per day with a 3% commercial and heavy volume. I do not have an exact split between the two. Please apply a growth rate 4% compounded yearly to a horizon year of 2041.

Should you have any questions please let me know.

Thanks,

Justin

From: Mandy Chan Sent: Wednesday, February 26, 2020 9:44 AM To: Justin MacDonald Subject: Road Traffic Data Request ‐ Yonge Street

Hi Justin,

HGC Engineering is conducting a noise feasibility study for a proposed residential development on the west side of Yonge Street, north of Lockhart Road. My understanding is that this part of Yonge Street is under the jurisdiction of the City. The location is indicated in the link below: https://goo.gl/maps/byJSwBia7D1pZpJ86

We are requesting road traffic information for Yonge Street including AADT volumes (existing and/or ultimate), commercial truck percentages and growth rate (if available). Can you please let me know if this information is available.

Thanks,

Mandy Chan, PEng Senior Engineer, Associate

HGC Engineering NOISE | VIBRATION | ACOUSTICS Howe Gastmeier Chapnik Limited 2000 Argentia Road, Plaza One, Suite 203, Mississauga, Ontario, Canada L5N 1P7 t: 905.826.4044 x239 e: [email protected] Visit our website: www.hgcengineering.com Follow Us – LinkedIn | Twitter | YouTube

This e-mail and any attachments may contain confidential and privileged information. If you are not the intended recipient, please notify the sender immediately by return e-mail, delete this e-mail and destroy any copies. Any dissemination or use of this information by a person other than the intended recipient is unauthorized and may be illegal.

1 Mandy Chan

From: Rail Data Requests Sent: January 31, 2020 10:48 AM To: Mandy Chan Subject: RE: 1012 Yonge Street Barrie - Rail Data Request

Good Afternoon Mandy,

Further to your request dated January 30th, 2020 the subject property at 1012 Yonge Street in Barrie is located within 300m of Metrolinx’s Newmarket Subdivision which carries Barrie GO Train service.

It’s anticipated that GO service on this line will be comprised of electric trains within (at least) a 10‐year time horizon. The preliminary midterm weekday train volume forecast at this location, including both revenue and equipment trips is in the order of 42 trains ‐ (36 day, 6 night). Trains will be comprised of a single locomotive and up to 12 passenger cars.

The maximum track design speed at this location on this corridor is 60 mph (97 km/h).

There is an anti‐whistling by‐laws in place at Mapleview Drive East.

With respect to future electrified rail service, Metrolinx is committed to finding the most sustainable solution for electrifying the GO and UP Express rail network and we are currently working towards the next phase. Metrolinx has not made a final decision regarding the electric train technology or technologies to be deployed. We can, however, provide the following interim information which may be helpful;

1. At lower speeds, train noise is dominated by the powertrain. At higher speeds, train noise is dominated by the wheel‐ track interaction. Hence, at higher speeds, the noise level and spectrum of electric trains is expected to be very similar, if not identical, to those of equivalent diesel trains.

2. Along with electrification, Metrolinx will intensify service levels along all of its corridors to deliver the promised GO Expansion service. Everything else being equal, this will likely result in an overall increase in train noise emissions.

Given the above considerations, it would be prudent, for the purposes of acoustical analyses, to assume that the acoustical characteristics of electrified and diesel trains are equivalent. In light of the aforementioned information, acoustical models should employ diesel train parameters as the basis for analyses. We anticipate that additional information regarding specific operational parameters for electrified trains will become available in the future.

Operational information is subject to change and may be influenced by, among other factors, service planning priorities, operational considerations, funding availability, and passenger demand.

It should be noted that this information is only as it pertains to Metrolinx trains. It would be prudent to contact other rail operators in the area directly for their rail traffic information.

I trust this information is useful. Should you have any questions or concerns, please do not hesitate to contact me.

Best Regards, Terri Cowan Third Party Projects Officer Third Party Projects Review| Capital Projects Group Metrolinx | 20 , Suite 600 |, Ontario|M5J 2W3 T: 416‐202‐3903 C: 416‐358‐1595

1 APPENDIX B Sample STAMSON 5.04 Outputs [A] Page 1 of 2

STAMSON 5.0 NORMAL REPORT Date: 30-06-2020 14:38:43 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: a.te Time Period: Day/Night 16/8 hours Description: Predicted daytime and nighttime sound levels at the upper storey windows of Building A Rail data, segment # 1: GO (day/night) ------Train ! Trains ! Speed !# loc !# Cars! Eng !Cont Type ! !(km/h) !/Train!/Train! type !weld ------+------+------+------+------+------+---- 1. ! 36.0/6.0 ! 97.0 ! 1.0 ! 12.0 !Diesel! No

Data for Segment # 1: GO (day/night) ------Angle1 Angle2 : -90.00 deg 90.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 210.00 / 210.00 m Receiver height : 19.50 / 19.50 m Topography : 1 (Flat/gentle slope; no barrier) No Whistle Reference angle : 0.00

Results segment # 1: GO (day) ------

LOCOMOTIVE (0.00 + 58.04 + 0.00) = 58.04 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ------90 90 0.05 70.15 -11.98 -0.13 0.00 0.00 0.00 58.04 ------

WHEEL (0.00 + 52.16 + 0.00) = 52.16 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ------90 90 0.15 65.76 -13.18 -0.41 0.00 0.00 0.00 52.16 ------

Segment Leq : 59.04 dBA

Total Leq All Segments: 59.04 dBA

Results segment # 1: GO (night) ------

LOCOMOTIVE (0.00 + 53.27 + 0.00) = 53.27 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ------90 90 0.05 65.37 -11.98 -0.13 0.00 0.00 0.00 53.27 ------

WHEEL (0.00 + 47.39 + 0.00) = 47.39 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ------90 90 0.15 60.98 -13.18 -0.41 0.00 0.00 0.00 47.39 ------

Segment Leq : 54.27 dBA

Total Leq All Segments: 54.27 dBA [A] Page 2 of 2

Road data, segment # 1: Yonge (day/night) ------Car traffic volume : 25595/2844 veh/TimePeriod * Medium truck volume : 347/39 veh/TimePeriod * Heavy truck volume : 720/80 veh/TimePeriod * Posted speed limit : 60 km/h Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete)

* Refers to calculated road volumes based on the following input:

24 hr Traffic Volume (AADT or SADT): 13000 Percentage of Annual Growth : 4.00 Number of Years of Growth : 21.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 2.70 Day (16 hrs) % of Total Volume : 90.00

Data for Segment # 1: Yonge (day/night) ------Angle1 Angle2 : -90.00 deg 90.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 29.00 / 29.00 m Receiver height : 19.50 / 19.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00

Results segment # 1: Yonge (day) ------

Source height = 1.28 m

ROAD (0.00 + 66.87 + 0.00) = 66.87 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ------90 90 0.13 70.45 0.00 -3.23 -0.35 0.00 0.00 0.00 66.87 ------

Segment Leq : 66.87 dBA

Total Leq All Segments: 66.87 dBA

Results segment # 1: Yonge (night) ------

Source height = 1.28 m

ROAD (0.00 + 60.34 + 0.00) = 60.34 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ------90 90 0.13 63.92 0.00 -3.23 -0.35 0.00 0.00 0.00 60.34 ------

Segment Leq : 60.34 dBA

Total Leq All Segments: 60.34 dBA

TOTAL Leq FROM ALL SOURCES (DAY): 67.53 (NIGHT): 61.30 [D] Page 1 of 2

STAMSON 5.0 NORMAL REPORT Date: 15-01-2021 15:39:07 MINISTRY OF ENVIRONMENT AND ENERGY / NOISE ASSESSMENT

Filename: d.te Time Period: Day/Night 16/8 hours Description: Predicted daytime and nighttime sound levels at the upper storey windows of Building C Rail data, segment # 1: GO (day/night) ------Train ! Trains ! Speed !# loc !# Cars! Eng !Cont Type ! !(km/h) !/Train!/Train! type !weld ------+------+------+------+------+------+---- 1. ! 36.0/6.0 ! 97.0 ! 1.0 ! 12.0 !Diesel! No

Data for Segment # 1: GO (day/night) ------Angle1 Angle2 : 0.00 deg 90.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 320.00 / 320.00 m Receiver height : 19.50 / 19.50 m Topography : 1 (Flat/gentle slope; no barrier) No Whistle Reference angle : 0.00

Results segment # 1: GO (day) ------

LOCOMOTIVE (0.00 + 53.12 + 0.00) = 53.12 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ------0 90 0.05 70.15 -13.89 -3.14 0.00 0.00 0.00 53.12 ------

WHEEL (0.00 + 47.05 + 0.00) = 47.05 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ------0 90 0.15 65.76 -15.28 -3.42 0.00 0.00 0.00 47.05 ------

Segment Leq : 54.08 dBA

Total Leq All Segments: 54.08 dBA

Results segment # 1: GO (night) ------

LOCOMOTIVE (0.00 + 48.34 + 0.00) = 48.34 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ------0 90 0.05 65.37 -13.89 -3.14 0.00 0.00 0.00 48.34 ------

WHEEL (0.00 + 42.28 + 0.00) = 42.28 dBA Angle1 Angle2 Alpha RefLeq D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ------0 90 0.15 60.98 -15.28 -3.42 0.00 0.00 0.00 42.28 ------

Segment Leq : 49.30 dBA

Total Leq All Segments: 49.30 dBA [D] Page 2 of 2

Road data, segment # 1: Yonge (day/night) ------Car traffic volume : 25595/2844 veh/TimePeriod * Medium truck volume : 347/39 veh/TimePeriod * Heavy truck volume : 720/80 veh/TimePeriod * Posted speed limit : 60 km/h Road gradient : 0 % Road pavement : 1 (Typical asphalt or concrete)

* Refers to calculated road volumes based on the following input:

24 hr Traffic Volume (AADT or SADT): 13000 Percentage of Annual Growth : 4.00 Number of Years of Growth : 21.00 Medium Truck % of Total Volume : 1.30 Heavy Truck % of Total Volume : 2.70 Day (16 hrs) % of Total Volume : 90.00

Data for Segment # 1: Yonge (day/night) ------Angle1 Angle2 : 0.00 deg 90.00 deg Wood depth : 0 (No woods.) No of house rows : 0 / 0 Surface : 1 (Absorptive ground surface) Receiver source distance : 150.00 / 150.00 m Receiver height : 19.50 / 19.50 m Topography : 1 (Flat/gentle slope; no barrier) Reference angle : 0.00

Results segment # 1: Yonge (day) ------

Source height = 1.28 m

ROAD (0.00 + 55.82 + 0.00) = 55.82 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ------0 90 0.13 70.45 0.00 -11.27 -3.36 0.00 0.00 0.00 55.82 ------

Segment Leq : 55.82 dBA

Total Leq All Segments: 55.82 dBA

Results segment # 1: Yonge (night) ------

Source height = 1.28 m

ROAD (0.00 + 49.29 + 0.00) = 49.29 dBA Angle1 Angle2 Alpha RefLeq P.Adj D.Adj F.Adj W.Adj H.Adj B.Adj SubLeq ------0 90 0.13 63.92 0.00 -11.27 -3.36 0.00 0.00 0.00 49.29 ------

Segment Leq : 49.29 dBA

Total Leq All Segments: 49.29 dBA

TOTAL Leq FROM ALL SOURCES (DAY): 58.05 (NIGHT): 52.31