Plan Review Notes
Plan Review Notes For Permit 02081593
Permit Number 02081593
Review Stop B
Sequence Number 1
Notes
Date Text
2003-04-18 00:00:00**********CORRECTIONS************
  
 1.)SUBMIT TWO COPIES OF ALL DOCUMENTA-
 TION; PRODUCT APPROVALS, ENERGY CALCS.
  
 2.)SIGN THE ENERGY CALCS ON THE
 OWNER/AGENT LINE.
  
 3.)BEFORE A PERMIT TO CONSTRUCT MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 4.)PROVIDE TWO COPIES OF PRODUCT
 APPROVALS FOR THE WINDOW MULLIONS AND
 HURRICANE SHUTTERS.
  
 5.)PROTECTION FOR WINDOWS REQUIRED
 PER FBC 1606.1.4, FBC 3401.7.2.4.
  
 6.)WHERE THE SLIDING GLASS DOOR IS
 BEING REMOVED AND THE SINGLE HUNG
 WINDOWS INSTALLED, WHAT ROOM IS AT THAT
 LOCATION?PROVIDE A STRUCTURAL DETAIL
 FOR THE INFILL, INCLUDING ALL REINFORCE-
 MENT AND HOW YOU ARE TIEING INTO THE
 EXISTING STRUCTURE.
  
 7.)PROVIDE INFORMATION ABOUT THE
 EXISTING STRUCTURAL COLUMNS - MATERIAL
 AND ATTACHMENT.
  
 8.)PROVIDE STRUCTURAL INFORMATION
 ABOUT THE CONCRETE SLAB (EXISTING
 FOOTERS).
  
 9.) THE WALL SECTION DOES NOT SHOW ANY
 VERTICAL OR HORIZONTAL REINFORCEMENT.
  
 10.)CITY OF WEST PALM BEACH AMENDMENTS
 TO THE FBC, 2111.1.9 WATERSTOP - WHERE
 EXTERIOR WALL MASONRY UNITS BEAR ON A
 CONCRETE FLOOR SURFACE, A 1.5 INCH
 RECESS SHALL BE PROVIDED TO MINIMIZE
 WATER INTRUSION INTO FINISHED AREA.
  
 11.)SHOW HOW LATERAL SUPPORT AT THE
 TOP OF THE BOND BEAM WILL BE PROVIDED.
  
 12.)HOW WILL THE BLOCK TIE INTO THE
 EXISTING CONCRETE?HOW WILL THE BLOCK
 INFILL TIE INTO THE EXISTING COLUMNS?
  
 13.)A BOND BEAM IS SHOWN BUT NOT
 DESCRIBED (NO SIZE FOR REINFORCEMENT
 GIVEN).PLEASE REVISE WALL SECTION.
  
 14.)ADDITIONAL PERMITS ARE REQUIRED
 (ELECTRIC AND MECHANICAL).
  
 15.)HOW ARE YOU PROVIDING STRUCTURAL
 SUPPORT AT THE WINDOWS AND DOOR
 LOCATIONS?
  
 16.)FIREBLOCKING REQUIRED FBC705.3.1.
  
 17.)CLARIFY THE PURPOSE OF THE PT1X8.
 HOW WILL THAT TIE INTO THE EXISTING WOOD
 BEAM?
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 SAMANTHA THYNG, BUILDING PLANS EXAMINER
 [email protected]


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