Plan Review Notes
Plan Review Notes For Permit 03050246
Permit Number 03050246
Review Stop B
Sequence Number 1
Notes
Date Text
2003-06-09 00:00:00PLEASE PROVIDE A COPY OF THE PAID
 IMPACT FEE RECEIPT FROM PALM BEACH
 COUNTY.
  
 THE BUILDING WILL BE LOCATED IN AN A8
 FLOOD ZONE WITH AN 15.0' BASE FLOOD
 ELEVATION RELATIVE TO NGVD.
  
 THE BUILDING WILL BE A TWO STORY MIXED
 OCCUPANCY OF B/M/S.
  
 PLEASE SHOW A LAYOUT OF THE PROPOSED
 RACK STORAGE CALLED OUT ON SHEET A1.0
 SO THA EGRESS REQUIREMENTS MAY BE
 DETERMINED. ALSO, INDICATE THE
 QUANTITIES AND NATURE OF THE
 COMMODITIES TO BE STORED.SEE FBC
 104.2.
  
 WHAT WILL THE ROOM SHOWN AS
 "CONSTRUCTION" BE USED FOR?WHERE IS
 THE EXIT DOOR?
  
 IS THE AREA SHOWN AS "CONCRETE LID" ON
 SHEET A2.0 INTENDED FOR STORAGE OR
 ANOTHER OCCUPANCY/USE?IF SO INDICATE
 THE MINIMUM DESIGN LOADS AND
 ACCESS/EGRESS.
  
 PLEASE PROVIDE DETAILS FOR THE STAIRS
 INCLUDING RISE, RUN, HANDRAILS, FIRE
 RATED ENCLOSURE PROTECTION,DESIGN
 LOADS AND CONNECTION DETAILS.
  
 SHEET S1.1.SHOW THE DIMENSIONS FOR
 THESECOND FLOOR BALCONY AND THE GUARD
 RAIL DETAILS.
  
 SHOW HOW HURRICANE MISSILE IMPACT
 RESISTANCE WILL BE ACCOMPLISHED FOR THE
 EXTERIOR GAZED PORTIONS OF THE
 BUILDINGS.SEEFBC 1606.1.4.
  
 PROVIDE THE STRUCTURAL INFORMATION ON
 THE PLANS CALLED FOR IN FBC 1606.1.7.
  
 PLEASE PROVIDE THE ROOF COVERING DETAILS
 IN ACCORDANCE WITH FBC 104.2.1.1.
  
 SHOW THE END BEARING DETAIL AND
 CONNECTION FOR THE BAR JOISTS.
  
 SHEET S1.1.HOW IS THE TS COLUMN
 ATTACHED TO THE WF BEAM?
  
 SHOW THE DESIGN SPECIFICATIONS FOR THE
 PRECAST CONCRETE AND THE CONNECTION
 BEARING DETAILS.
  
 SHOW A REINFORCEMENT DETAIL FOR THE
 CANTILEVERED 6" SLAB AND THE BALCONY.
  
 SHOW THE FIRE RATED DOORS FOR THE STAIR
 SHAFTS.SEE FBC TABLE 705.1.2.
  
 SHOW THE FIRE DESIGN NUMBER(S) FOR THE
 STAIR AND ELEVATOR SHAFTS.
  
 SHOW THE FIRE SEPARATION, AND FIRE
 DESIGN NUMBER FOR THE MIXED OCCUPANCY
 SEPARATION.SEE FBC 704.1.1.
  
 SHOW THE INSTALLATION INFORMATION FOR
 THE GLASS BLOCK.SEE FBC 2112.5.
  
 PLEASE PROVIDE SPECIFIC DESIGN
 INFORMATION FOR THE "UNISTRUT WITH 5/8
 GYP BOARD" SHOWN ON SHEET A2.0.
  
 S1.1 AND S1.2.HOW IS THE TOP OF THE
 PARAPET WALL FINISHED?LATERAL
 REINFORCEMENT?


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