Plan Review Details - Permit 17050987
Plan Review Stops For Permit 17050987
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status   Date   Cont ID  
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***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2017-06-02 Cont ID  
Sent By jleahy Date 2017-05-31 Time 16:20 Rev Time 0.00
Received By jleahy Date 2017-05-31 Time 16:20 Sent To  
Notes
2017-06-02 07:44:24SEE NFIP COMMENTS FOR PLANS, JLEAHY
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-06-02 Cont ID  
Sent By shill Date 2017-06-02 Time 10:34 Rev Time 0.00
Received By shill Date 2017-05-22 Time 11:17 Sent To  
Notes
2017-05-23 11:17:44R29
Review Stop IMPACT COUNTY IMPACT FEES
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***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status   Date   Cont ID  
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***NONE***
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 2 Status F Date 2017-06-12 Cont ID  
Sent By shill Date 2017-06-12 Time 15:28 Rev Time 0.00
Received By shill Date 2017-06-12 Time 15:28 Sent To  
Notes
2017-06-12 16:01:34****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
  
 1. FEMA BULLETIN 1-98 AND SECTION 44 CODE OF FEDERAL
 REGULATIONS 60.3(B)(4) REQUIRE THAT COMMUNITIES
 "OBTAIN, REVIEW AND REASONABLY UTILIZE ANY BASE FLOOD
 ELEVATION AND FLOODWAY DATA AVAILABLE FROM A FEDERAL,
 STATE, OR OTHER SOURCE."
  
 THE FLOOD INSURANCE STUDY SHOWS THE FOLLOWING ON PAGE
 47 OF THE FIS:
  
 WAVE CREST OF 8.0 NAVD88 AT TRANSECT 9, LOCATED ON THE
 SHORELINE OF LAKE WORTH IN THE CITY OF RIVIERA BEACH,
 CROSSING AVENUE B AT WEST 20TH STREET
  
 WAVE CREST OF 7.5 NAVD88 AT TRANSECT 10, LOCATED ON THE
 SHORELINE OF LAKE WORTH IN THE CITY OF WEST PALM BEACH,
 BETWEEN 23RD STREET AND PICCADILLY STREET
  
 THE MAP SHOWS A 7' BFE ON THE EAST SIDE OF THE PARCEL,
 BUT PLEASE NOTE THAT THE FIS IS TO BE USED AS THE MAP
 USES ROUNDING.
  
 THE SUBJECT PARCEL IS LOCATED BETWEEN THESE TWO
 TRANSECTS; DESIGNER MAY INTERPOLATE. PLEASE BE ADVISED
 THAT AS OF OCTOBER 5, 2017 THE FREEBOARD WILL LIKELY BE
 2'; IT IS RECOMMENDED THAT THIS STRUCTURE BE DESIGNED
 WITH A 2' FREEBOARD.
  
 PLEASE CONTACT YOUR INSURANCE AGENT TO DISCUSS EFFECT
 ON RATES.
  
 PLEASE FEEL FREE TO CONTACT ME TO DISCUSS.
  
  
  
  
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status F Date 2017-06-02 Cont ID  
Sent By shill Date 2017-06-02 Time 07:07 Rev Time 0.00
Received By shill Date 2017-06-02 Time 07:07 Sent To  
Notes
2017-06-02 09:45:25****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014)
 FBC R = FBC RESIDENTIAL
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
  
 ARCHITECT OF RECORD: JEFFREY W. SMITH, AR9772
 ENGINEER OF RECORD: DAVID R. CARMO, PE35857
  
 THIS SUBMITTAL WAS PULLED FROM REVIEW ON 6/2/2017 DUE
 TO PLANS WHICH LACK ENOUGH INFORMATION TO PERFORM A
 BASIC PLAN REVIEW
  
 1. FBC EXISTING BUILDING CODE 301.1 STATES THAT "THE .
 . . ALTERATION . . . OF ALL EXISTING BUILDINGS SHALL
 COMPLY WITH ONE OF THE METHODS LISTED IN SECTIONS
 301.1.1 THROUGH 301.1.3 AS SELECTED BY THE APPLICANT.
 APPLICATION OF A METHOD SHALL BE THE SOLE BASIS FOR
 ASSESSING THE COMPLIANCE OF WORK PERFORMED UNDER A
 SINGLE PERMIT UNLESS OTHERWISE APPROVED BY THE CODE
 OFFICIAL."
  
 IT APPEARS THAT THE METHOD OF COMPLIANCE WAS NOT
 SELECTED BY EITHER ARCHITECT OR ENGINEER. WITHOUT THIS
 INFORMATION, CORRECT CODE REFERENCES IN THE EXISTING
 BUILDING CODE CANNOT BE PROVIDED. IF THIS INFORMATION
 IS IN THE PLANS SUBMITTED, PLEASE ADVISE.
  
 2. INFORMATION SHOWING COMPLIANCE WITH FBC 2014
 EXISTING BUILDING ??? REGARDING CONSTRUCTION IN THE
 SPECIAL FLOOD HAZARD AREA (SEE INDEX FOR MULTIPLE CODE
 REFERENCES; SEVERAL PATHS FOR COMPLIANCE, NOT CLEAR
 WHICH IS SELECTED SO THE EXACT CODE REFERENCE CANNOT BE
 PROVIDED AT THIS TIME)
  
 FBC 2014 RESIDENTIAL 301.1, 322, THIS PROPERTY IS
 LOCATED IN A SPECIAL FLOOD HAZARD AREA WITH A BASE
 FLOOD ELEVATION OF 7' NGVD29 / 7' NAVD88; DESIGN FLOOD
 ELEVATION OF APPROXIMATELY 9.5 NGVD29 (PENDING BUILDING
 OFFICIAL DECISION). EXISTING FLOOR IS AT 7' 1.5"
 NGVD29.
  
 BASED ON PROPERTY APPRAISER VALUATION ($329,065 FOR THE
 STRUCTURES) AND SCOPE OF WORK, FIVE YEAR CUMULATIVE
 ($560,000), THIS APPEARS TO BE A SUBSTANTIAL
 IMPROVEMENT.
  
 A SHEETS AND S SHEETS DO NOT ADDRESS FLOOD LOADS.
 COMPLIANCE WITH NFIP (FEMA) REQUIREMENTS AS WELL AS THE
 FLORIDA BUILDING CODE IS NOT CLEAR; IT IS NOT CLEAR IF
 THE DESIGN PROPOSED CAN BE CONSTRUCTED.
  
 3. COMMENTS #1 AND #2 ARE TO BE RESOLVED PRIOR TO
 REVIEW. APPLICANT MAY REQUEST A REFUND FOR PLAN REVIEW
 FEES PAID. IF APPLICANT ELECTS TO PROCEED, A NEW PERMIT
 NUMBER AND APPLICATION DATE MAY BE ASSIGNED.
  
 4. YOU MAY FIND THE FOLLOWING WEBSITES HELPFUL:
  
 HTTPS://WWW.FEMA.GOV/MEDIA-LIBRARY-DATA/1411731781834-D
 0C7D7F9FF0D195CE3C33901BA73DAAC/REDUCINGFLOODLOSSES_4TH
 ED_FINAL_508.PDF
  
 HTTPS://WWW.FEMA.GOV/MEDIA-LIBRARY-DATA/20130726-1734-2
 5045-8822/FEMA_P_758_CVR_TOC_R2.PDF
  
  
Review Stop P PLUMBING
Rev No 1 Status   Date   Cont ID  
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***NONE***
Review Stop Z ZONING
Rev No 1 Status   Date   Cont ID  
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***NONE***


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