Plan Review Notes
Plan Review Notes For Permit 18090896
Permit Number 18090896
Review Stop FIRE
Sequence Number 1
Notes
Date Text
2018-10-19 11:18:12THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 PLEASE PROVIDE DETAILS OF HOW THESE STAIRS WILL BE
 USED. ARE THEY PART OF THE REQUIRED MEANS OF EGRESS OR
 CONVIENENCE STARIS?
  
  
 1) THE WIDTH INDICATED IS 36".
 PER NFPA 101 CHAPTER 7, MEANS OF EGRESS
  
 7.2.2.2.1.2* MINIMUM NEW STAIR WIDTH. (SEE ALSO 7.3.3.)
 (A) WHERE THE TOTAL OCCUPANT LOAD OF ALL STORIES SERVED
 BY THE STAIR
 IS FEWER THAN 50, THE MINIMUM WIDTH CLEAR OF ALL
 OBSTRUCTIONS,
 EXCEPT PROJECTIONS NOT MORE THAN 4? IN. (114 MM) AT OR
 BELOW
 HANDRAIL HEIGHT ON EACH SIDE, SHALL BE 36 IN. (915 MM).
 (B) *WHERE STAIRS SERVE OCCUPANT LOADS EXCEEDING THAT
 PERMITTED
 BY 7.2.2.2.1.2(A), THE MINIMUM WIDTH CLEAR OF ALL
 OBSTRUCTIONS,
 EXCEPT PROJECTIONS NOT MORE THAN 4? IN. (114 MM) AT OR
 BELOW
 HANDRAIL HEIGHT ON EACH SIDE, SHALL BE IN ACCORDANCE
 WITH TABLE
 7.2.2.2.1.2 (B) AND THE REQUIREMENTS OF,
 7.2.2.2.1.2(C),
 7.2.2.2.1.2(D), 7.2.2.2.1.2(E), AND 7.2.2.2.1.2(F).
  
 TABLE 7.2.2.2.1.2(B) NEW STAIR WIDTH
 TOTAL CUMULATIVE WIDTH
 OCCUPANT LOAD ASSIGNED
 TO THE STAIR IN. MM
 <2000 PERSONS 44 1120
 ?2000 PERSONS 56 1420
  
 PLEASE REVIEW AND CORRECT OF JUSTIFY WITH SPECIFIC CODE
 REFERENCES
  
  
  
 2) THERE ARE INDICATIONS THAT THESE ARE WOOD STAIRS.
  
 PER NFPA 101 CHAPTER 7, MEANS OF EGRESS
  
 7.2.2.3 STAIR DETAILS.
 7.2.2.3.1 CONSTRUCTION.
 7.2.2.3.1.1 ALL STAIRS SERVING AS REQUIRED MEANS OF
 EGRESS SHALL BE OF
 PERMANENT FIXED CONSTRUCTION, UNLESS THEY ARE STAIRS
 SERVING SEATING THAT
 IS DESIGNED TO BE REPOSITIONED IN ACCORDANCE WITH
 CHAPTERS 12 AND 13.
 7.2.2.3.1.2 EACH STAIR, PLATFORM, AND LANDING, NOT
 INCLUDING HANDRAILS AND
 EXISTING STAIRS, IN BUILDINGS REQUIRED IN THIS CODE TO
 BE OF TYPE I OR TYPE
 II CONSTRUCTION SHALL BE OF NONCOMBUSTIBLE MATERIAL
 THROUGHOUT.
  
  
 PLEASE REVIEW AND CORRECT OF JUSTIFY WITH SPECIFIC CODE
 REFERENCES
  
  
  
  
 3) THERE ARE NO INDICATION OR DETAILS OF A RAILING OR
 GAURD ON THE OUTSIDE OF THE PROPOSED STAIRS
  
 7.2.2.4 GUARDS AND HANDRAILS.
 7.2.2.4.1 HANDRAILS.
 7.2.2.4.1.1 STAIRS AND RAMPS SHALL HAVE HANDRAILS ON
 BOTH SIDES,
 UNLESS OTHERWISE PERMITTED IN 7.2.2.4.1.5 OR
 7.2.2.4.1.6.
 7.2.2.4.1.2 IN ADDITION TO THE HANDRAILS REQUIRED AT
 THE SIDES OF
 STAIRS BY 7.2.2.4.1.1, BOTH OF THE FOLLOWING PROVISIONS
 SHALL APPLY:
 (1) FOR NEW STAIRS, HANDRAILS SHALL BE PROVIDED WITHIN
 30 IN. (760
 MM) OF ALL PORTIONS OF THE REQUIRED EGRESS WIDTH.
 (2) FOR EXISTING STAIRS, HANDRAILS SHALL MEET THE
 FOLLOWING CRITERIA:
 (A) THEY SHALL BE PROVIDED WITHIN 44 IN. (1120 MM) OF
 ALL
 PORTIONS OF THE REQUIRED EGRESS WIDTH.
 (B) SUCH STAIRS SHALL NOT HAVE THEIR EGRESS CAPACITY
 ADJUSTED
 TO A HIGHER OCCUPANT LOAD THAN PERMITTED BY THE
 CAPACITY
 FACTOR IN TABLE 7.3.3.1 IF THE STAIR?S CLEAR WIDTH
 BETWEEN
 HANDRAILS EXCEEDS 60 IN. (1525 MM).
  
 PLEASE REVIEW AND CORRECT OF JUSTIFY WITH SPECIFIC CODE
 REFERENCES
  
  
  
 4) THERE IS AN INDICATION OF INTERIM RAILS AT 8" OC.
  
 7.2.2.4.6.3* OPEN GUARDS, OTHER THAN APPROVED EXISTING
 OPEN
 GUARDS, SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL
 PATTERN SUCH
 THAT A SPHERE 4 IN. (100 MM) IN DIAMETER IS NOT ABLE TO
 PASS
 THROUGH ANY OPENING UP TO A HEIGHT OF 34 IN. (865 MM),
 AND THE
 FOLLOWING ALSO SHALL APPLY:
 (1) THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD,
 AND
 BOTTOM ELEMENT OF A GUARDRAIL AT THE OPEN SIDE OF A
 STAIR SHALL
 BE OF SUCH SIZE THAT A SPHERE 6 IN. (150 MM) IN
 DIAMETER IS
 NOT ABLE TO PASS THROUGH THE TRIANGULAR OPENING.
  
 PLEASE REVIEW AND CORRECT OF JUSTIFY WITH SPECIFIC CODE
 REFERENCES
  
  
  
  
 5) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 6)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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