Plan Review Notes
Plan Review Notes For Permit 06011232
Permit Number 06011232
Review Stop B
Sequence Number 6
Notes
Date Text
2007-08-06 19:46:41PROJECT: 5555 GARDEN AVENUE/PERMIT#06011232
  
 PROJECT SCOPE: LEVEL 2 ALTERATION/REVISIONS
  
 PLAN REVIEW: 2004 FLORIDA EXISTING BUILDING CODE W/2006
 REVISIONS
 CITY OF WPB ADMINISTRATIVE
 ADMENDMENTS/2004
 2004 FLORIDA RESIDENTIAL
 CODE
  
 STATUS: DENIED
  
 COMMENTS:
  
  
 1) THE RAISED SEAL SHALL BE PLACED WITHIN THE TITLE
 BLOCK:
  
 61G1-16.004 TITLE BLOCK.
 A TITLE BLOCK MUST APPEAR ON ALL ARCHITECTURAL OR
 INTERIOR DESIGN DRAWINGS AND SPECIFICATION
 IDENTIFICATION SHEETS. THE TITLE BLOCK
 MUST, AT A MINIMUM, CONTAIN THE FOLLOWING INFORMATION:
 (1) FIRM NAME, ADDRESS, AND TELEPHONE NUMBER.
 (2) FIRM LICENSE NUMBER.
 (3) NAME OR IDENTIFICATION OF PROJECT.
 (4) DATE PREPARED.
 (5) A SPACE FOR THE SIGNATURE AND DATED SEAL.
 (6) A SPACE FOR THE PRINTED NAME OF THE PERSON SEALING
 THE DOCUMENT.
 SPECIFIC AUTHORITY 481.2055 FS. LAW IMPLEMENTED
 481.203(6), 481.203(8), 481.2131(1),
 481.219(3),(4),(5), 481.221, 481.225(1)(E),(G),
 481.2251(1)(H) FS. HISTORY?
 NEW 9-7-00.
  
 2)601.2ALTERATION LEVEL 1 COMPLIANCE.
 IN ADDITION TO THE REQUIREMENTS OF THIS CHAPTER, ALL
 WORK SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 5.
  
 3) 601.3COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE.
 EXCEPTIONS:
 1. OPERABLE WINDOWS MAY BE ADDED WITHOUT REQUIRING
 COMPLIANCE WITH THE LIGHT, ENERGY AND VENTILATION
 REQUIREMENTS OF THE FLORIDA BUILDING CODE, BUILDING.
 2. NEWLY INSTALLED ELECTRICAL EQUIPMENT SHALL COMPLY
 WITH THE REQUIREMENTS OF SECTION 608.
 3. DEAD-END CORRIDORS IN NEWLY CONSTRUCTED SPACES NEED
 ONLY COMPLY WITH THE PROVISIONS OF SECTION 605.6.
 4. THE MINIMUM CEILING HEIGHT OF THE NEWLY CREATED
 HABITABLE AND OCCUPIABLE SPACES AND CORRIDORS IN ONE-
 AND TWO-FAMILY DWELLINGS SHALL BE 7 FEET (2134 MM).
  
 4) R311.5.2 HEADROOM.
 THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL
 NOT BE LESS THAN 6 FEET 8 INCHES (2036 MM) MEASURED
 VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD
 NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR
 PLATFORM.
  
 5) R311.5.5 STAIRWAY WALKING SURFACE.
 THE WALKING SURFACE OF TREADS AND LANDINGS OF STAIRWAYS
 SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 48
 INCHES HORIZONTAL (2-PERCENT SLOPE).
  
 6) HANDRAILS SHALL CONFORM TO THE FOLLOWING:
  
 R311.5.6.2 CONTINUITY.
 HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE
 FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE
 THE TOP NOSING EDGE OF THE FLIGHT TO A POINT DIRECTLY
 ABOVE THE LOWEST NOSING EDGE OF THE FLIGHT. HANDRAIL
 ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL
 POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL
 SHALL HAVE A SPACE OF NOT LESS THAN 1? INCH (38 MM)
 BETWEEN THE WALL AND THE HANDRAILS.
 EXCEPTIONS:
 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A
 NEWEL POST AT THE TURN AND AT THE TOP OF THE FLIGHT.
 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR
 NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD.
 R311.5.6.3 HANDRAIL GRIP SIZE.
 ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING
 TYPES OR PROVIDE EQUIVALENT GRASPABILITY.
 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION
 SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1? INCHES
 (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE
 HANDRAIL IS NOT CIRCULAR IT SHALL HAVE A PERIMETER
 DIMENSION OF AT LEAST 4 INCHES (102 MM) AND NOT GREATER
 THAN 6? INCHES (160 MM) WITH A MAXIMUM CROSS SECTION OF
 DIMENSION OF 2? INCHES (57 MM).
 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6?
 INCHES (160 MM) SHALL PROVIDE A GRASPABLE FINGER RECESS
 AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS
 SHALL BEGIN WITHIN A DISTANCE OF ? INCH (19 MM)
 MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE
 PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH (8
 MM) WITHIN 7/8 INCH (22 MM) BELOW THE WIDEST PORTION OF
 THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT
 LEAST 3/8 INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN
 1? INCHES (45 MM) BELOW THE TALLEST PORTION OF THE
 PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE
 RECESS SHALL BE 1? INCHES (32 MM) TO A MAXIMUM OF 2?
 INCHES (70 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF
 0.01 INCHES (0.25 MM).
  
 7)SMOKE ALARMS SHALL BE INSTALLED AS PER THE
 FOLLOWING:
  
 R313.1.1 ALTERATIONS, REPAIRS AND ADDITIONS. WHEN
 INTERIOR ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A
 PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE
 ADDED OR CREATED IN EXISTING DWELLINGS, THE INDIVIDUAL
 DWELLING UNIT SHALL BE PROVIDED WITH SMOKE ALARMS
 LOCATED AS REQUIRED FOR NEW DWELLINGS; THE SMOKE ALARMS
 SHALL BE INTERCONNECTED AND HARD WIRED. EXCEPTIONS:
 1. SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED
 TO BE INTERCONNECTED AND HARD WIRED WHERE THE
 ALTERATIONS OR REPAIRS DO NOT RESULT IN THE REMOVAL OF
 INTERIOR WALL OR CEILING FINISHES EXPOSING THE
 STRUCTURE, UNLESS THERE IS AN ATTIC, CRAWL SPACE, OR
 BASEMENT AVAILABLE WHICH COULD PROVIDE ACCESS FOR HARD
 WIRING AND INTERCONNECTION WITHOUT THE REMOVAL OF
 INTERIOR FINISHES.
 2. REPAIRS TO THE EXTERIOR SURFACES OF DWELLINGS ARE
 EXEMPT FROM THE REQUIREMENTS OF THIS SECTION.
  
 8) PLEASE PROVIDE FIRESTOP SYSTEM DETAILS FOR ANY RATED
 WALL/FLOOR/CEILING THROUGH PENETRATION:
  
 R317.3.1.2 PENETRATION FIRESTOP SYSTEM. PENETRATIONS
 SHALL BE PROTECTED BY AN APPROVED PENETRATION FIRESTOP
 SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E
 814 OR UL 1479, WITH A MINIMUM POSITIVE PRESSURE
 DIFFERENTIAL OF 0.01 INCH OF WATER (3 PA) AND SHALL
 HAVE AN F RATING OF NOT LESS THAN THE REQUIRED
 FIRE-RESISTANCE RATING OF THE WALL OR FLOOR/CEILING
 ASSEMBLY
 PENETRATED.
  
 9) NEW STRUCTURAL MEMBERS SHALL COMPLY WITH THE FLORIDA
 BUILDING CODE:
  
 607.3NEW STRUCTURAL MEMBERS.
 NEW STRUCTURAL MEMBERS IN ALTERATIONS, INCLUDING
 CONNECTIONS AND ANCHORAGE, SHALL COMPLY WITH THE
 FLORIDA BUILDING CODE, BUILDING.
  
 10) PLEASE SATISFY ITEMS #1 AND #4 FROM THE PREVIOUS
 BUILDING PLAN REVIEW.
  
 PLAN REVIEW: KEN CONRAD
 PHONE: 561.805.6666
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  


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