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Committee of the Whole/Documents/WATER SUPPLY FOR PUBLIC FIRE PROTECTION - Building A
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WATER SUPPLY FOR PUBLIC FIRE PROTECTION - Building A

September 15, 2020Page 3561 section

Fire flow requirement calculation sheet for Building A at 9 Erskine Lane.

Building ARequired fire flow: 13,000 L/minOctober 9, 2019

WATER SUPPLY FOR PUBLIC FIRE PROTECTION

Job Name: 9 Erskine Lane
Job #: 2253
Date: 9-Oct-19
Name: K. Krajnc

Building A

Water supply for public fire protection worksheet for Building A
Water supply for public fire protection worksheet for Building A

A. TYPE OF CONSTRUCTION

Construction Type Factor
Fire-Resistive Construction 0.6
Non-combustible Construction 0.8
Ordinary Construction 1.0
Wood Frame Construction 1.5
C = 1.5

B. GROUND FLOOR AREA

Area Floor
1282 m² 1st

C. HEIGHT OF BUILDING IN STOREYS

Height (Number of floors) *Average Area Total
5 5 6410 m²

D. FIRE FLOW FORMULA

F = 220 · C √A

Variable Value
C 1.5
A 6410 m²
F 26421 L/min
F (Nearest 1000): 26000 L/min

E. TOTAL DECREASE FOR OCCUPANCY

Occupancy Class Adjustment
Non-Combustible -25%
Limited Combustible -15%
Combustible No Change
Free Burning 15%
Rapid Burning 25%
  • O = -25 %
  • T = -6500 L/min
  • Tt = 19500 L/min

F. DECREASE FOR SPRINKLER PROTECTION

  • 50% for complete automatic protection
  • 30% for adequately designed systems
  • 10% for water supply standard to both domestic and fire department hose lines required
  • 10% for fully supervised system
  • T = 50 %
  • T = 9750 L/min

G. TOTAL INCREASE OF EXPOSURES

Seperation Charge Seperation Charge
0 to 3m 25% 20.1 to 30m 10%
3.1 to 10m 20% 30.1 to 40m 5%
10.1 to 20m 15% >45m 0%
  • N = 0%
  • S = 5%
  • E = 10%
  • W = 0%
  • Total charge: 15%
  • T = 15%
  • T = 2925 L/min

H. TOTAL FIRE FLOW REQUIREMENT

  • E = 19500 L/min
  • F = 9750 L/min
  • G = 2925 L/min
Summary Calculation Unit
Total = 12675 L/min
Total = 13000 L/min
Total = 216.7 L/sec
Total = 3434.2 USGal/min
Total = 2859.6 IGal/min
Page 356
Extracted from: 2020 09 15 Committee of the Whole Agenda - Agenda - Pdf