

Engr. Kamal Ram
Automatic Sprinkler & Standpipe Design – Mixed-Use Mid-Rise
Project: 315 Spadina Avenue – Fire Protection System Design
Location: Toronto, Ontario, Canada
Standards: NFPA 13, NFPA 14, Ontario Building Code (OBC), Toronto Fire Services
Scope of Work
Designed a complete fire protection system for a 13-storey mixed-use residential tower with underground parking. The design included:
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Wet-pipe sprinkler systems for apartments, corridors, amenities
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Dry-pipe sprinkler system for parking garage (Ordinary Hazard Group 1, 30% area increase)
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Combined standpipe/sprinkler risers with pressure regulating valves
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Hydraulic calculations for worst-case demand areas using HASS software
Occupancies classified per NFPA 13:
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Light Hazard: Residential suites, corridors, amenity spaces
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Ordinary Hazard Group 1: Parking garage, mechanical rooms
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Ordinary Hazard Group 2: Garbage rooms, storage/lockers
Hydraulic Demand Summary
1. Standpipe System (Wet, Class I)
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2 × 2½″ hose valves (Roof Penthouse & Level 13)
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Flow: 500 gpm (2 × 250 gpm)
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Residual Pressure: 65 psi @ Roof HV, 69.9 psi @ Level 13 HV
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Total Demand: 500 gpm @ ~69.5 psi (source)
2. Sprinkler System – Roof Penthouse (Ordinary Hazard Group 1)
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Density: 0.15 gpm/ft² over 1,500 ft²
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9 quick response sprinklers (K=5.6)
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End Head Pressure: 12.1 psi, Flow: 19.5 gpm
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Total Demand: ~205 gpm
3. Sprinkler System – Residential Suite (Level 13, Light Hazard)
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Density: 0.10 gpm/ft², Residential standard
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4 sprinklers in remote area (K=5.8)
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End Head Pressure: 30.5 psi, Flow: 32 gpm
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Total Demand: ~132 gpm
4. Parking Garage – Dry System (Ordinary Hazard Group 1)
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Design Area: 1,950 ft² (30% increase)
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EC Upright Sprinklers, K=14
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End Head Pressure: 18.5–19.0 psi, Flow ~60 gpm/head
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Total Demand: ~362 gpm
Fire Pump Selection
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Main Fire Pump: 750 gpm @ 250 psi (17.2 bar)
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Jockey Pump: 30 gpm @ 260 psi (18 bar)
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PRVs: Installed at lower levels to maintain NFPA 14 pressure limits
Compliance & Outcome
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Fully compliant with NFPA 13, NFPA 14, OBC, and Toronto Fire Services.
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Hydraulic calcs confirm adequate pressure and flow across all scenarios.
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Delivered:
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Complete design drawings
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Node-to-node hydraulic calculation sheets
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Supply vs. demand curves for AHJ review
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The system ensures robust, code-compliant fire protection for all residential, amenity, and parking areas of the 13-storey development.
Click to view design drawings and hydraulic calculations: