Plan Review Details - Permit 12100247
Plan Review Stops For Permit 12100247
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2012-10-12 Cont ID  
Sent By shill Date 2012-10-12 Time 09:16 Rev Time 0.00
Received By shill Date 2012-10-12 Time 09:16 Sent To  
Notes
2012-10-12 09:16:43PROVISO - REVISED ELEVATION CERTIFICATE PROVIDED PRIOR
 TO FINAL
  
 ELEVATION CERTIFICATE TO BE A SIGNED, SEALED ORIGINAL
 MECHANICAL EQUIPMENT TO BE 7'6" OR HIGHER
  
 CONTRACTOR AGREED TO REQUIREMENTS FOR SUBSTANTIAL
 IMPROVEMENT
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2012-10-10 Cont ID  
Sent By shill Date 2012-10-10 Time 10:38 Rev Time 0.00
Received By shill Date 2012-10-10 Time 10:38 Sent To  
Notes
2012-10-10 10:43:43****CORRECTIONS****
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
 FBC FLORIDA BUILDING CODE 2010
 FBC R FLORIDA BUILDING CODE 2010 RESIDENTIAL
  
 1. AS THIS PROPERTY IS LOCATED IN A SPECIAL HAZARD
 FLOOD ZONE AND THE PROPOSED IMPROVEMENT EXCEEDS 50% OF
 THE PAPA VALUE OF THE STRUCTURE (SUBSTANTIAL
 IMPROVEMENT), PROVIDE AN ELEVATION CERTIFICATE OR
 CERTIFIED APPRAISAL, WPB ADMIN CODE 94-546(B).
  
  
Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2012-10-09 Cont ID  
Sent By fmittner Date 2012-10-09 Time 11:16 Rev Time 0.00
Received By fmittner Date 2012-10-09 Time 11:16 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2012-10-12 Cont ID  
Sent By shill Date 2012-10-12 Time 09:16 Rev Time 0.00
Received By shill Date 2012-10-11 Time 08:55 Sent To  
Notes
2012-10-12 08:56:18SENT TO S HILL
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2012-10-10 Cont ID  
Sent By shill Date 2012-10-10 Time 10:43 Rev Time 0.00
Received By shill Date 2012-10-09 Time 15:52 Sent To  
Notes
2012-10-09 15:53:26EXPEDITED
 GAVE TO SAMANTHA
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status F Date 2014-08-28 Cont ID  
Sent By shill Date 2014-08-28 Time 10:56 Rev Time 0.00
Received By shill Date 2014-08-28 Time 10:56 Sent To  
Notes
2014-08-28 10:58:11REVIEW OF ELEVATION CERTIFICATE SUBMITTED VIA EMAIL
 EMAIL SENT TO CONTRACTOR AND SURVEYOR
  
 THANK YOU DAVE!
  
 OUR RECORDS SHOW THAT THIS IS ACTUALLY ONE BUILDING,
 NOT TWO. THE TWO BUILDING SECTIONS ARE CONNECTED WITH A
 COVERED WALKWAY (SEE AERIAL BELOW AND ALSO SURVEYOR'S
 SURVEY). IT IS NOT CLEAR WHETHER THIS COVERED
 WALKWAY/PORCH IS ENCLOSED OR NOT, AND I DON'T HAVE AN
 ELEVATION FOR IT. I THINK THAT IT'S OK TO HAVE TWO
 SEPARATE ELEVATION CERTIFICATES, ONE FOR EACH PORTION,
 BUT THE COVERED WALKWAY/PORCH NEEDS TO BE INCLUDED. IF
 THE ELEVATION OF THE WALKWAY IS LESS THAN 7.5', IT
 SHOULD BE EITHER OPEN OR HAVE FLOOD OPENINGS. ITEM C2B
  
 REGARDING THE ELEVATION CERTIFICATE, GUEST HOUSE:
  
 ITEM C2B NEEDS TO INCLUDE AN ELEVATION. THERE IS A NOTE
 STATING THAT THE SURVEYOR DID NOT HAVE ACCESS TO THE
 SECOND FLOOR. PER THE ISO AUDITOR, ALL ELEVATIONS MUST
 BE INCLUDED. IF ONE EC IS DONE FOR THE TWO BUILDING
 SECTIONS, THE ELEVATION OF THE SECOND FLOOR WOULD NOT
 BE NEEDED.
  
 REGARDING THE ELEVATION CERTIFICATE, MAIN HOUSE:
  
 ITEM A8C, THERE ARE NOT ENOUGH FLOOD OPENINGS TO
 SATISFY NFIP REQUIREMENTS. PLEASE SEE THE FOLLOWING
 DOCUMENT, "OPENINGS IN FOUNDATION WALLS AND WALLS OF
 ENCLOSURES," TECHNICAL BULLETIN 1 / AUGUST 2008 FOR
 PROPER INSTALLATION OF FLOOD VENTS:
  
 HTTP://WWW.FEMA.GOV/MEDIA-LIBRARY-DATA/20130726-1502-20
 490-9949/FEMA_TB_1__1_.PDF
  
 PAGE 18 EXPLAINS THAT NON-ENGINEERED OPENINGS ARE TO
 PROVIDE 1 SQUARE INCH OF NET OPEN AREA FOR EACH SQUARE
 FOOT OF ENCLOSED AREA. IF THE OPENINGS ARE ACTUALLY AN
 ENGINEERED PRODUCT (SUCH AS SMARTVENT OR SIMILAR
 PRODUCT), THE ICC EVALUATION REPORT WOULD DICTATE THE
 OPENINGS REQUIRED. PLEASE VERIFY THAT THE FLOOD VENTS
 ARE NOT ENGINEERED FLOOD VENTS. IF THEY ARE ENGINEERED
 (OR AN ENGINEERED PRODUCT WITH AN ICC EVALUATION
 REPORT), THE ELEVATION CERTIFICATE SHOULD BE REVISED
 AND THE ICC EVALUATION REPORT ATTACHED TO THE EC.
  
 IF YOU VERIFY THAT THE OPENINGS ARE NOT ENGINEERED,
 EITHER ADDITIONAL OPENINGS SHOULD BE INSTALLED OR THE
 EXISTING NON-ENGINEERED VENTS COULD BE REPLACED WITH
 ENGINEERED FLOOD VENTS. TYPICALLY ENGINEERED FLOOD
 VENTS REQUIRE HALF THE NET OPENINGS THAT NON-ENGINEERED
 VENTS REQUIRE.
  
 IF POSSIBLE, PLEASE INCLUDE PHOTOGRAPHS OF THE EXISTING
 FLOOD VENTS. PLEASE SEE PAGE 19 OF TECHNICAL BULLETIN
 1. VENTS USED FOR AIR VENTILATION WHICH CAN BE CLOSED
 MANUALLY OR WHICH HAVE COVERS ARE NOT ACCEPTABLE AS
 FLOOD VENTS. THIS WILL HELP TO AVOID ANY INSPECTION
 ISSUES.
  
 THANK YOU,
  
 SAMANTHA
  
  
  
  
 SAMANTHA M. HILL
 BUILDING PLANS EXAMINER
 BUILDING DIVISION
 CITY OF WEST PALM BEACH
 401 CLEMATIS STREET, 1ST FLOOR
 WEST PALM BEACH, FL 33401
 561-805-6724
 [email protected]
  
  
Review Stop Z ZONING
Rev No 1 Status N Date 2012-10-09 Cont ID  
Sent By fmittner Date 2012-10-09 Time 11:15 Rev Time 0.00
Received By fmittner Date 2012-10-09 Time 11:15 Sent To  
Notes
***NONE***


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