Plan Review Details - Permit 19060060
Plan Review Stops For Permit 19060060
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status N Date 2019-06-14 Cont ID  
Sent By cthroop Date 2019-06-14 Time 15:11 Rev Time 0.00
Received By cthroop Date 2019-06-06 Time 17:10 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2019-07-09 Cont ID  
Sent By cthroop Date 2019-07-09 Time 13:33 Rev Time 0.00
Received By cthroop Date 2019-07-09 Time 13:26 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-06-28 Cont ID  
Sent By cthroop Date 2019-06-28 Time 15:17 Rev Time 0.00
Received By cthroop Date 2019-06-26 Time 15:29 Sent To  
Notes
2019-06-27 15:30:10RESUB ROUTED TO CTHROOP

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2019-06-14 Cont ID  
Sent By cthroop Date 2019-06-14 Time 15:11 Rev Time 0.00
Received By cthroop Date 2019-06-04 Time 15:41 Sent To  
Notes
2019-06-05 15:41:48SUBMITTAL ROUTED TO CTHROOP

Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 3 Status P Date 2019-07-09 Cont ID  
Sent By cthroop Date 2019-07-09 Time 13:33 Rev Time 0.00
Received By cthroop Date 2019-07-09 Time 13:26 Sent To  
Notes
2019-07-09 13:39:06PERMIT # 17030007
 EC'S FOR MAIN HOUSE & CABANA. REVIEWED AND APPROVED.
 SENT TO REG FOR FINAL REVIEW.
 ONE COPY TO SCANNING. CT

Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 2 Status F Date 2019-06-28 Cont ID  
Sent By cthroop Date 2019-06-28 Time 14:52 Rev Time 0.00
Received By cthroop Date 2019-06-28 Time 11:39 Sent To  
Notes
2019-06-28 15:17:21NFIP REVIEW
 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
  
 CHRISTOPHER S. THROOP, C.B.O.
 BUILDING PLANS EXAMINER, PX3169
 1&2 FAMILY PLANS EXAMINER, SFP306
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 2ND REVIEW
 RESULTS: DENIED
 YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED
 BELOW.
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 IN SECTION D OF THE ELEVATION CERTIFICATE THE SURVEYOR
 SHALL STATE THE CONVERSION FACTOR TO BE USED IN
 CONVERTING NGVD DATUM TO NAVD DATUM.
  
 THIS CONVERSION FACTOR IS REQUIRED IN ORDER TO VERIFY
 THE AS-BUILT ELEVATIONS STATED ON THE ELEVATION
 CERTIFICATE MEET OR EXCEED THE PROPOSED ELEVATIONS OF
 THE VARIOUS STRUCTURAL ELEMENTS.
  
  
  
  

Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status F Date 2019-06-14 Cont ID  
Sent By cthroop Date 2019-06-14 Time 15:11 Rev Time 0.00
Received By cthroop Date 2019-06-06 Time 17:10 Sent To  
Notes
2019-06-14 15:32:45ADDRESS: 2814 N FLAGLER DR PERMIT # 19060060
 TYPE: BLD-RES NFIP
  
 BUILDING PLAN REVIEW
 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
  
 CHRISTOPHER S. THROOP, C.B.O.
 BUILDING PLANS EXAMINER, PX3169
 1&2 FAMILY PLANS EXAMINER, SFP306
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 1ST REVIEW
 RESULTS: DENIED
 YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED
 BELOW.
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 POST CONSTRUCTION ELEVATION CERTIFICATE.
  
 1. THERE ARE DESCREPENCIES BETWEEN THE ELEVATIONS
 BETWEEN THE PRE-CONSTRUCTION AND POST CONSTRUCTION
 ELEVATION CERTIFICATES.
  
 2. DESIGN PROFESSIONAL SHALL ESTABLISH ONE CONVERSION
 FACTOR FOR EACH ELEMENTS ELEVATION.
  
 EX: C2(A) POST CONSTRUCTION ELEVATION IS 6.6 FEET
 NAVD1988. PRE-CONSTRUCTION ELEVATION IS 8.0 FEET NGVD
 1929. THIS RESULTS IN A CONVERSION FACTOR OF 1.4.
 C2(E) POST CONSTRUCTION ELEVATION IS 7.0 FEET NAVD
 1988. PRE-CONSTRUCTION ELEVATION IS 8.0 FEET NGVD 1929.
 THIS RESULTS IN A CONVERSION FACTOR OF 1.0.
  
 PLEASE REVIEW ALL ELEVATIONS ON THE CERTIFICATE AND
 RE-SUBMIT.
  
 NOTE: USING A FLOOD INSURANCE RATE MAP (FIRM) TO
 ESTABLISH THE BASE FLOOD ELEVATION (BFE) CAN RESULT IN
 A .9 FOOT RANGE IN ELEVATION. FIRM'S ROUND UP FROM
 .5FEET AND ROUND DOWN FROM .4 FEET.
 THE MOST ACCURATE WAY OF ESTABLISHING THE BASE FLOOD
 ELEVATION IS TO EXTRAPOLATE THE ELEVATION BETWEEN TWO
 TRANSECT LINES ON A FLOOD INSURANCE STUDY PROFILE.
 (FIS).
 EITHER METHOD MAY BE USED BUT DESIGNER NEEDS TO BE
 AWARE OF THE POTENTIAL DESCREPANCIES IN ELEVATIONS.
  
  


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved