Appendix
Attachment 4: DP0.1 - Building Information
March 7, 2017Page 345 sections
Technical document containing building code review and zoning information for Phase 2 - North Bldg.
71 units totalZoning CD-20
Building Code Review
| BUILDING INFO | Building | Article | Comments |
|---|---|---|---|
| Building footprint area | 1209 sq.m. | ||
| Building height | 6 storeys sprinklered | 3.2.2.50 | 3.2.1.2 garage considered as a separate building, 3.2.1.5 basement parking will be sprinklered |
| MAJOR OCCUPANCIES | Group C Residential (Parkade) | 3.2.2.84 | |
| Group C Residential | 3.2.2.50 | ||
| No. of Streets | 2 | 3.2.2.10 | |
| Occupant Load | 2 persons per sleeping room | 3.1.17.1 | |
| OCCUPANCY | Building Information | Comment | |
| Group C | up to 6 storeys, sprinklered | 3.2.2.50 | 1,074 sq.m. 6 storeys |
| Const. Type | Combustible or non-combustible | 3.2.2.50 | combustible |
| Floor Assembly | 1 hr FRR | 3.2.2.50(a) | provided |
| Building Area | Up to 1,440 m2 for 6 storeys | 3.2.2.50(1)(b)(ii) | 1350 m2 footprint 6 storeys |
| Roof assembly | 1 hr FRR | 3.2.2.50(c) | provided |
| mezzanine | 1 hour FRR | 3.2.2.50(d) | not required |
| Support of roof | 1 hour FRR | 3.2.2.50(e) | provided |
| Load bearing walls and supports | not less than supported assembly | 3.2.2.6 | provided |
| Group F3 | |||
| Const. Type | Combustible or Non-combustible | 3.2.2.84 | combustible/non combustible ext walls |
| Sprinklers | YES | 3.2.2.84 | provided |
| Building Area | 7,200 m2 max 1 storey | 3.2.2.84(1)(b) | |
| Floor Parking | 1.5 hr FRR | 3.2.2.84(2)(a) | 3.2.1.2(1) floor roof and ext walls constructed as fire separations, non-combustible and 2 HR FRR |
| Load bearing walls and supports | 45 FRR or non combustible | 3.2.2.84(2)(b) | 3.2.1.2(1) floor roof and ext walls constructed as fire separations, non-combustible and 2 HR FRR |
| GENERAL: | |||
| Public Corridor Rating | Fire separation w/ 45 min FRR | 3.3.1.4 | |
| Fire Separations around Suites | Fire separation w/ 1 hour FRR | 3.3.4.2.1 | Residential occupancy suites shall be separated from each other and the remainder of the building by a fire separation with a 1h fire-resistance rating. |
| Egress Doorways | 1 exit from a dwelling unit | 3.3.1.5 | 1 door from a dwelling unit leads to a public corridor and two separate exits. |
| Janitor's Room: | Fire separation w/ 0 hr FRR | 3.3.1.21.3 | Building is sprinklered therefore no FRR required. |
| Locker / Storage Room: | Fire separation w/ 1 hour FRR | 4.4.2.1 | 45 min FRR provided |
| Number of Exits | Required 2 | 3.4.2.1 | Provided 2 |
| Travel Distance | Max 45m sprinklered | 3.4.2.5.1 | 26m provided |
| Exit Width | Hallway: 1100mm wide minimum Stairs: 1100mm wide minimum | Table 3.4.3.2.(A) | 1640mm provided 1100mm provided |
| Exit stair enclosure | Fire separation w/ 2 hour FRR | 3.4.4.1 | 2 hr provided |
| Exit stair penthouse | Fire separation w/ 2 hour FRR | 2 hr provided | |
| Exit through Lobbies | 1 exit allowed | 3.4.4.2 | The travel path through the lobby to outside is not more than 15m. |
| Elevator Shaft | Fire separation w/ 1 hour FRR | 3.5.3.1 | provided |
| Elevator machine room | Fire separation w/ 1 hour FRR | 3.5.3.3 | provided |
| Service Rooms | Fire separation w/ 1 or 1½ hr FRR | 3.6.2.1 | For these rooms with rated fuel appliances |
| Incinerator Rooms | 2 hour FRR | 3.6.2.4 | N/A |
| Dead-end corridors | Permitted provided it is not more than 6m long | 3.3.1.9.(1) | Current dead-end corridors 3.5m long |
| Service facilities | Minimum clear opening running mm | 3.6.3.3 | provided |
| Sound attenuation | STC of 50 required between suite and elevator shaft, STC 50 required between suite and all other | 5.9.1.2 | provided |
| Energy Efficiency Design | Frame walls: 3.5 RSI (R20) | 10.2.1.1 | provided |
| Flat roof: 4.8 RSI (R30) | Table 1.1.1.A | Based on less than 3500 Degree Days | |
| Suspended floor (framed): 4.8 RSI (R30) | provided | ||
| Suspended floor (concrete slab): 3.5 RSI | provided | ||
| Windows and doors: Max 2.0 U-value | 10.3.1.1 | provided | |
| Water Efficiency | Kitchen Faucet: 8.3 L/min | provided | |
| Shower Head: 9.5 L/min | provided | ||
| Fixture efficiency | Water closet (tank) 6.0 L | 10.3.1.2 | provided |
| FIRE ALARM & DETECTION SYSTEM 3.2.4 | |||
| Required | Required | 3.2.4.1 | provided |
| Single or 2 stage | Single or 2-stage | 3.2.4.3 | TBD by Building Permit |
| Alarm to Fire Dept | Required | 3.2.4.7 | TBD by Building Permit |
| Signal to Fire Department | 3.2.4.8.4 | TBD by Building Permit | |
| Annunciator Panel | Required | 3.2.4.9 | Location to be determined-close to building entrance |
| Smoke Detectors | 3.2.4.11 | Residential corridor, wall shaft stair and other spaces | |
| Smoke Alarms | Required w/ option | 3.2.4.21.7 | A smoke detector maybe installed in lieu of a smoke alarm, as part of fire alarm system. |
| Voice Communication | Not Required | 3.2.4.22.7 | TBD by Building Permit |
| Provision for Firefighting | |||
| Access to above grade stories | Not required | 3.2.5.1 | not required |
| Roof Access | Required | 3.2.5.4 | Building is sprinklered and roof pitch lower |
| Access Route | Required | 3.2.5.5 | Building is greater than 600 Sqm, access required to "principal entrance" |
| Location of access route | Principal entrance must be less than 15m from access route | 3.2.5.5 | provided |
| Automatic Sprinkler System | To conform to NFPA 13R | 3.2.5.12 | provided |
| Fire Department Connections | To be within 45m of "principal entrance" | 3.2.5.15.2 | provided |
| PROVISIONS FOR PERSONS WITH DISABILITIES 3.8 | |||
| Required | Required | 3.8.2.2.(1) (a) | From the street to main entrance; from private parking to an entrance, to the elevator |
| SPATIAL CALCULATIONS 3.2.3 TABLE 3.2.3.1.D-G | |||
| Limiting Distance to property line | % Unprotected Opening Permitted | Construction / F.R.R. required | |
| North Side | greater than 5.5m | 100% | N/A |
| South Side | greater than 5.5m | 100% | N/A |
| East Side | greater than 4.5 | 100% | N/A |
| West Side | greater than 4.5 | 100% | N/A |
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DRAWING LIST
- DP 0.0 COVER SHEET
- DP 0.1 BUILDING INFORMATION
- DP 1.0 SITE PLAN
- DP 1.1 SITE SECTION
- DP 1.2 SITE SECTION THROUGH PHASE 1 & 2
- DP 2.0 LOWER LEVEL PARKING PLAN
- DP 2.1 MAIN FLOOR / MAIN LEVEL PARKING PLAN
- DP 2.2 SECOND TO SIXTH FLOOR PLAN
- DP 2.3 SIXTH FLOOR PLAN
- DP 2.4 ROOF PLAN
- DP 2.5 LARGE SCALE UNIT PLANS
- DP 2.6 LARGE SCALE UNIT PLANS
- DP 3.1 EXTERIOR ELEVATION
- DP 3.2 EXTERIOR ELEVATION
- DP 4.0 GRADE & BUILDING HEIGHT CALCULATION
- DP 4.1 RENDERING
LANDSCAPE:
- L1 LANDSCAPE CONCEPT
CIVIL:
- C1.0 ON-SITE SERVICING PLAN
- C2.0 ACCESS ROAD AND SOUTH PROPERTY LINE SECTIONS
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BYLAW / ZONING INFORMATION
| Application | Town of View Royal, British Columbia | Location | Legal Description: Lots 2 Sections 3 and 100 and Lots 56 and 59 District Lot 220 Plans 25055. Multiple Lots 2 and 3 Section 3 Esquimalt District Plan EPP 20565. |
|---|---|---|---|
| Land Use Designation | CD-20 Comprehensive Development - Eagle Creek Village | Permitted Use | Residential Apartment |
General Areas
- Site Area: 9000 m2 (0.90 ha)
- Phase A (South) Footprint: 1209 m2
- Phase B (North) Footprint: 1605 m2
- Road Area: 2115 m2
- Sidewalk Area: 565 m2
- Landscape Area: 3506 m2
Building Floor Areas
| South Building | North Building | |
|---|---|---|
| Parkade (Parking) / Utilities / Storage | 1544 m2 (L1) / 951 m2 (L2) | |
| Parkade (Res. Lobby) @ 38.8 m2 | 61 m2 (L1) / 17 m2 (L2) | |
| Main Floor Level | 960.4 m2 | 2nd Floor Level = 1350 m2 |
| 2nd Floor Level | 960.4 m2 | 3rd Floor Level = 1350 m2 |
| 3rd Floor Level | 960.4 m2 | 4th & 5th Floor Level @ 2700 m2 |
| 4th Floor Level | 960.4 m2 | 6th Floor Level = 950 m2 |
| Total South | 3881.1 m2 (exc. Parking/Utilities/Storage) | Total North = 6350 m2 (exc. Parking/Utilities/Storage) |
| Total South | 5551 m2 (incl all areas) | Total North = 8922 m2 (incl all areas) |
Density
| Floor Area Ratio | Max Lot Coverage |
|---|---|
| Max - 1.2 : 1 | Max 40% |
| Proposed - 1.14 : 1 | Proposed 31.54% |
| 3881 + 6350 / 9000 | 1209 + 1630 / 9000 |
Building Height / Setbacks
| Building Height | Setbacks |
|---|---|
| Max - 20m | Required: Front, 0m; Rear, 7m; Side 4m |
| Proposed Phase B - 21.36m to top of parapet | Proposed: All Yards 4m |
Suite Breakdown (North Building)
| Suite ID | % of Total | Area m2 | Unit Type | 2nd Floor | 3rd Floor | 4th & 5th Floor | 6th Floor | Total |
|---|---|---|---|---|---|---|---|---|
| A | 28.1% | 55.3 | 1 Bed | 4 | 4 | 4 + 4 | 4 | 20 |
| A1 | 7% | 59.5 | 1 Bed | 1 | 1 | 1 + 1 | 1 | 5 |
| B | 7% | 60.7 | 1 Bed | 1 | 1 | 1 + 1 | 1 | 5 |
| C/L | 28.1% | 76.3 | 1 Bed | 4 | 4 | 4 + 4 | 4 | 20 |
| D-1 | 7% | 77.4 | 2 Bed | 1 | 1 | 1 + 1 | 1 | 5 |
| D-2 | 5.7% | 87.2 | 2 Bed | 1 | 1 | 1 + 1 | - | 4 |
| D-21 | 5.7% | 87.2 | 2 Bed | 1 | 1 | 1 + 1 | - | 4 |
| D-III | 5.7% | 89.7 | 2 Bed | 1 | 1 | 1 + 1 | - | 4 |
| E-3 | 5.7% | 96.8 | 2 Bed | 1 | 1 | 1 + 1 | - | 4 |
| Total | 100% | 15 | 15 | 30 | 11 | 71 |
Parking
| Unit Type | South Building | North Building (Proposed) | Total | Required Parking Stalls South | Proposed Parking Stalls South | Required Parking Stalls North | Proposed Parking Stalls North | Total Proposed Parking Allocation | Bicycle Parking | Bicycle Parking (located within each unit storage locker) |
|---|---|---|---|---|---|---|---|---|---|---|
| 1 Bed units | 12 (1 Bed) / 1 (Studio) | 25 | 38 | 13 x 1 = 13 | 13 | 25 x 1 = 25 | 7 | S. Building Parkade = 33 | Required | Proposed |
| 2 Bed Units | 29 | 46 | 75 | 29 x 1.5 = 44 | 44 | 46 x 1.5 = 69 | 69 | N. Building Parkade = 76 | Class 1 - 100% = 114 | Parkade - South 43 North 72 |
| 3 Bed Units | 1 | 0 | 1 | 1 x 2 = 2 | 2 | 0 x 2 = 0 | 0 | Surface Parking = 30(S) + 9(N) | Class 2 - 6 Space Rack = 2 | 6 Space Rack At Each Building Entrance |
| Total | 43 | 71 | 114 | 59 | 59 | 94 | 76 | 153 (Required) 148 (Proposed) | 126 | 127 |
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KEY PLAN
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VICINITY PLAN
Eagle Creek Village Phase 2 - North Bldg Town of View Royal, British Columbia Project Number: 11 14 032 Drawn: GK Checked: IM DP0.1 NORTH BUILDING INFORMATION
ISSUED:
- NOV. 16, 2016 - ISSUED FOR DP
- JAN. 25, 2017 - COMMITTEE OF WHOLE REVISO
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Extracted from: 2017 03 07 Council Agenda - Agenda - Pdf