Plan Review Notes
Plan Review Notes For Permit 23060612
Permit Number 23060612
Review Stop FIRE
Sequence Number 1
Notes
Date Text
2023-06-23 14:33:45THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1) THERE IS AN INDCATION OF A PROPOSED 13R FIRE
 SPRINKLER SYSTEM IN A MULTI-ROOM APARTMENT TYPE
 BUILDING.
  
 THE WATER SUPPLY TO THIS SYSTEM APPEARS TO OFF OF THE
 DOMESTIC WATER SUPPLY.
  
 PER NFPA 13D
  
 CHAPTER 6 WATER SUPPLY
 6.1 GENERAL PROVISIONS.
 6.1.1 EVERY AUTOMATIC SPRINKLER SYSTEM SHALL HAVE AT
 LEAST ONE
 AUTOMATIC WATER SUPPLY.
 6.1.2 WHERE STORED WATER IS USED AS THE SOLE SOURCE OF
 SUPPLY,
 THE MINIMUM QUANTITY SHALL EQUAL THE WATER DEMAND RATE
 TIMES 10 MINUTES UNLESS PERMITTED OTHERWISE BY 6.1.3.
 6.1.3 WHERE STORED WATER IS USED AS THE SOLE SOURCE OF
 SUPPLY,
 THE MINIMUM QUANTITY SHALL BE PERMITTED TO EQUAL THE
 TWO
 SPRINKLER WATER DEMAND RATE TIMES 7 MINUTES WHERE
 DWELLING
 UNITS MEET THE FOLLOWING CRITERIA:
 (1) ONE STORY IN HEIGHT
 (2) LESS THAN 2000 FT2 (186 M2) IN AREA
 6.1.4 THE STORED WATER REQUIREMENT OF 6.1.2 OR 6.1.3
 SHALL BE
 PERMITTED TO BE A COMBINATION OF THE WATER IN THE WELL,
 INCLUDING
 THE REFILL RATE, PLUS THE WATER IN THE HOLDING TANK IF
 SUCH
 TANK CAN SUPPLY THE SPRINKLER SYSTEM.
  
 THE WATER SUPPLY NEEDS TO BE BETTER DEFINED &
 IDENTIFIED TO SHOW THAT SUPPLY INTO THE TANK WHEN THE
 PUMP IS PROVIDING WATER TO THE SYSTEM AND THE PUMP DOES
 NOT OVER RUN THE SUPPLY.
  
  
 1A) THE CALCULATION OF THE WATER SUPPLY APPEARS TO BE
 FROM FIRE HYDRANT FLOWS ALONG BROADWAY; HOWEVER, THE
 CALCULATION OF THE SYSTEM APPEARS TO OFF OF THE SAME
 FLOW AND NOT THE DOMESTIC METER AND A DOMESTIC DEMAND
 FLOW
 OF THE OCCUPANCY DOES NOT APPEAR TO BE CALCULATED
  
 10.4.9.2 CALCULATION PROCEDURE. DETERMINATION OF THE
 REQUIRED
 SIZE FOR WATER DISTRIBUTION PIPING SHALL BE IN
 ACCORDANCE
 WITH THE FOLLOWING PROCEDURE:
 (1) STEP 1???DETERMINE PSUP . OBTAIN THE STATIC SUPPLY
 PRESSURE THAT
 WILL BE AVAILABLE FROM THE WATER MAIN FROM THE WATER
 PURVEYOR
 OR FROM A PRIVATE SOURCE, SUCH AS A TANK SYSTEM, A
 PRIVATE
 WELL SYSTEM, OR A COMBINATION OF THESE. FOR A PRIVATE
 SOURCE, THE AVAILABLE WATER SUPPLY PRESSURE SHALL BE
 BASED ON
 THE MINIMUM PRESSURE CONTROL SETTING FOR THE PUMP.
 (2) STEP 2 ??? DETERMINE PLSVC . USE TABLE 10.4.9.2(A)
 TO DETERMINE
 THE PRESSURE LOSS IN THE WATER SERVICE PIPE BASED ON
 THE SELECTED SIZE OF THE WATER SERVICE.
 (3) STEP 3 ??? DETERMINE PLM. USE TABLE 10.4.3(A) TO
 DETERMINE
 THE PRESSURE LOSS FROM THE WATER METER BASED ON THE
 SELECTED
 WATER METER SIZE. WHERE THE ACTUAL WATER METER
 PRESSURE LOSS IS KNOWN, PLM SHALL BE THE ACTUAL LOSS.
 (4) STEP 4 ??? DETERMINE PLD . DETERMINE THE PRESSURE
 LOSS FROM
 DEVICES, OTHER THAN THE WATER METER, INSTALLED IN THE
 PIPING
 SYSTEM SUPPLYING SPRINKLERS, SUCH AS PRESSUREREDUCING
 VALVES, BACKFLOW PREVENTERS, WATER SOFTENERS, OR
 WATER FILTERS.
 (A) DEVICE PRESSURE LOSSES SHALL BE BASED ON THE DEVICE
 MANUFACTURER???S SPECIFICATIONS.
 (B) THE FLOW RATE USED TO DETERMINE PRESSURE LOSS SHALL
 BE THE RATE FROM SECTION 10.1, EXCEPT THAT 5 GPM
 (19 L/MIN) SHALL BE ADDED WHERE THE DEVICE IS INSTALLED
 IN A WATER SERVICE PIPE THAT SUPPLIES MORE
 THAN ONE DWELLING.
 (C) AS AN ALTERNATIVE TO DEDUCTING PRESSURE LOSS FOR A
 DEVICE,
 AN AUTOMATIC BYPASS VALVE SHALL BE INSTALLED TO DIVERT
 FLOW
 AROUND THE DEVICE WHEN A SPRINKLER ACTIVATES.
  
 PLEASE REVIEW AND PROVIDE DETAIL JUSTIFICATION OF YOUR
 CALCULATIONS OR CORRECT PER 13D
  
  
  
 2) THIS SYSTEM APPEARS TO BE TIED INTO A DOMESTIC WATER
 SUPPLY & METER.
  
 THE CITY'S WATER UTILITIES DEPT MAY HAVE REQUIRMENTS
 THAT YOU MUST MEET TO MATCH THEIR REQUIREMENTS.
  
 PLEASE CONTACT THE CITY'S WATER UTILITIES DEPT FOR
 THEIR REQUIREMENTS.
  
  
 3) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
 4) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
  
  


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