Plan Review Notes
Plan Review Notes For Permit 01110090
Permit Number 01110090
Review Stop B
Sequence Number 2
Notes
Date Text
2002-04-02 00:00:00BEFORE A PERMIT TO CONSTRUCT MAY BE
 ISSUED, IMPACT FEES MUST BE PAID TO THE
 COUNTY FOR THE CITY.THEPERMIT PLANS
 MUST BE STAMPED BY THAT OFFICE AND A
 COPY OF THE PAID RECEIPT ATTACHED TO
 THE PERMIT APPLICATION.CALL
 561-233-5025 FOR MORE INFORMATION.
  
 PLEASE PROVIDE A RECENT SIGNED AND
 SEALED PROPERTY SURVEY.
  
 PROVIDE DOCUMENTATION THAT THE
 FOUNDATION REQUIREMENTS OF SBC 1803.2
 HAVE BEEN ADDRESSED.
  
 EGRESS FROM THE EXISTING BUILDING IS NOT
 PERMITTED THROUGH THE GARAGE.SEE SBC
 1001.1.3.
  
 EGRESS FROM THE GARAGE MUST COMPLY WITH
 SBC 1012.1.2 AND 1027.3. THE ELECTRIC
 SLIDING GATES DO NOT MEET EXIT DOOR
 REQUIREMENTS.
  
 THE 6" STEP SHOWN AT THE STAIR DOORS IS
 PROHIBITED BY SBC 1012.1.3.
  
 SHEET A2 SHOWS WINDOWS IN THE EXISTING
 BUILDING OPENING INTO THE PROPOSED
 GARAGE.THIS IS PROHIBITED BY SBC
 411.2.6.
  
 SBC F102.2.5 REQUIRES TWO STORY
 BUILDINGS TO BE ONE HOUR PROTECTED.
 PROVIDE THE FIRE DESIGN NUMBER FOR THE
 BAR JOIST ROOF SYSTEMS, SEE SBC 701.5.2.
  
 SEE ALSO SBC F102.2.6 REGARDING TWO HOUR
 EXTERIOR WALL RATINGS.
  
 GIVEN THAT HURRICANE MISSILE IMPACT
 RESISTANCE IS REQUIRED FOR THE SECOND
 FLOOR GLAZING, INDICATE HOW FIRE
 DEPARTMENT ACCESS IN ACCORDANCE WITH
 SBC 1405.1 WILL BE ACCOMPLISHED.SEE
 ALSO SBC 903.5 #2.
  
 SHEETS S3 AND S4 INDICATE VARYING ROOF
 HEIGHTS AND BASE VELOCITY PRESSURES,
 AND SHEET S8 CITES ASCE 7-93 AS THE
 DESIGN STANDARD.SBC 1606.1.2
 PROHIBITS THE MIXING OF WIND LOADS AND
 NOTE #1 TO SBC TABLE 1606.2A REQUIRES A
 SINGLE VELOCITY PRESSURE VALUE FOR THE
 WHOLE BUILDING.PLEASE REVISE AS
 NECESSARY AND ENSURE COMPLIANCE WITH
 SAME.
  
 PLEASE PROVIDE A PRESSURE ZONE SKETCH OR
 TABLE FOR THE WALLS AS WELL AS THE
 ROOFTO BE USED FOR THE COMPONENTS AND
 CLADDING.
  
 PLEASE PROVIDE A COPY OF THE SOIL
 ENGINEER'S REPORT.
  
 PROVIDE TEST REPORTS AND OR NOTICE OF
 ACCEPTANCE REPORTS FOR THE WINDOWS,
 DOORS AND ROOF COVERING.
  
 PROVIDE THE TEST DATA FOR THE HURRICANE
 MISSILE IMPACT RESISTANCE OF THE GLAZED
 AREAS IN THE EXTERIOR BUILDING ENVELOPE,
 INCLUDING THE EXISTING BUILDING
 PORTIONS.SEE THE ATTACHED
 INTERPRETATION STATEMENT.
  
 IS THE BRICK FINISH SHOWN ON SHEET A7
 PROPOSED TO BE REAL OR SIMULATED.IF
 REAL PROVIDE DETAILS OF CONSTRUCTION
 DEMONSTRATING COMPLIANCE WITH SBC
 1403.2.
  
 PROVIDE DETAILS FOR THE GUARD RAIL SHOWN
 IN ELEVATION A8.02 AND THE STAIR
 HANDRAILS, INCLUDING DESIGN LOADS. SEE
 SBC 1007.51015 AND 1608.2.


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