Plan Review Notes
Plan Review Notes For Permit 03060700
Permit Number 03060700
Review Stop B
Sequence Number 1
Notes
Date Text
2003-07-07 00:00:00BUILDING DENIED
  
 1) THE STRUCTURE IS LOCATED IN AN "AO"
 FLOOD ZONE AN ELEVATION CERTIFICATE WILL
 BE REQUIRED.
  
 2) ONE HOUR FIRE RATED GLASS BLOCK IS
 REQUIRED ON THE ZERO LOT LINE. PLEASE
 REVISE ON PLAN AND SUBMIT MANUFACTURER'S
 SPECIFICATIONS AND LISTING INFORMATION
 FOR ONE HOUR FIRE RATED GLASS BLOCK.
  
 3) THE DOUBLE FRONT DOOR DOES NOT COMPLY
 WITH EGRESS REQUIREMENTS. EXIT DOOR MUST
 BE OF THE SIDE SWINGING TYPE WITH A MIN.
 CLEAR OPENING OF 32". SEE FBC TABLE 1004
 AND SECTIONS 1003.2.3.1 AND 1012.1.
  
 4) AN EGRESS EASEMENT TO AND FROM THE
 EMERGENCY ESCAPE AND RESCUE OPENING
 THROUGH THE ADJOINING PROPERTY TO THE
 PUBLIC WAY ON THE ZERO LOT LINE SIDE IS
 REQUIRED AND SHALL BE RECORDED IN THE
 COUNTY RECORDS. THIS EASEMENT SHALL BE A
 MINIMUM OF 3 FEET WIDE AND NOTHING SHALL
 BE PLACED WITHIN THE EASEMENT AREA WHICH
 WOULD BLOCK ACCESS TO THE EASEMENT AND/
 OR IMPEDE EGRESS TO AND FROM THE ESCAPE
 AND RESCUE OPENING. NO LANDSCAPING,
 FENCES OR OTHER IMPEDIMENTS SHALL BE
 INSTALLED IN THIS EASEMENT.
  
 5) PLEASE REVISE DETAIL 1 ON A3.01,
 WHICH SPECIFIES THE DRYWALL ON THE
 CEILING ATTACHED WITH NAILS TO METAL
 FURRING. IT ALSO STATES THAT ROOF
 SHEATHING BE SECURED 4" O.C. AT LEDGES.
 THIS SHOULD BE THIS BE EDGES.
  
 6) PLEASE REVISE DETAIL 5 ON A3.01, OPEN
 VALLEY LINING SHALL BE AT LEAST 11" WIDE
 PER FBC 1507.4.9 OR MANUFACTURER'S
 SPECIFICATIONS.
  
 7) PLEASE REVISE DETAIL 4 ON S4, WHICH
 SPECIFIES A 3/4" WEDGE ANCHOR INTO THE
 TRUSS WERE A THROUGH BOLT SHOULD BE.
  
 8) PLEASE REVISE THE ENERGY CALCULATION
 FORM. THE CONDITIONED FLOOR AREA ON THE
 FORM DOES NOT MATCH THE A/C AREA LISTED
 ON THE PLANS. THE JURISDICTION # ON THE
 FORM IS INCORRECT. THE NUMBER IS 604700
 FOR THE CITY OF WPB.
  
 9) THE PRODUCT APPROVAL FOR THE
 HORIZONTAL SLIDING WINDOW IS EXPIRED.
  
 10) SUBMIT A KEY PLAN FOR THE STORM
 PANELS. THE STORM PANEL SCHEDULE THAT
 WAS SUBMITTED CONTAINS ERRORS. THE
 MINIMUM PANEL LENGTH FOR DIRECT MOUNT AT
 THE TOP AND BOTTOM IS 46" PER TABLE 5 ON
 THE PRODUCT APPROVAL. CALK-IN ANCHORS
 CAN NOT BE USED IN HOLLOW CONCRETE BLOCK
 FOR C1 TYPE CONNECTIONS. SEE ANCHOR
 SCHEDULE ON SHEET 8 OF PROD. APP. NOTE:
 THE ANCHORS ARE REQUIRED TO BE IN 2500
 PSI CONCRETE AND NOT IN THE STUCCO OR
 THE BLOCK.
  
 11) THE ATRIUM DOOR (L),WHICH IS LISTED
 ON THE DOOR SCHEDULE AS WOOD AND GLASS,
 EXCEEDS THE MAXIMUM DESIGN PRESSURE OF
 THE PRODUCT APPROVAL FOR THE METAL AND
 GLASS DOOR THAT WAS SUBMITTED.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714


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