Plan Review Details - Permit 17040198
Plan Review Stops For Permit 17040198
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2017-05-09 Cont ID  
Sent By cthroop Date 2017-05-09 Time 08:49 Rev Time 0.00
Received By cthroop Date 2017-05-09 Time 08:49 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-05-08 Cont ID  
Sent By cthroop Date 2017-05-08 Time 11:18 Rev Time 0.00
Received By cthroop Date 2017-05-08 Time 09:47 Sent To  
Notes
2017-05-08 11:28:08BUILDING PLAN REVIEW
 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1
 ADMINISTRATION
  
 CHRISTOPHER S. THROOP, C.B.O.
 PLANS EXAMINER, PX3169
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
  
 1ST REVIEW
 RESULTS: DENIED
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 1. CONFLICT BETWEEN PLAN REVIEWED AND APPROVED BY
 DESIGN PROFESSIONAL AND 81/2 X 11 INCH ATTACHEMENT
 INDICATING NEW CONSTRUCTION DESIGN. PLEASE HAVE THE
 DESIGN PROFESSIONAL REVIEW AND APPROVE NEW DESIGN AND
 REMOVE OLD DESIGN.
 2. STRUCTURE IS LOCATED IN FLOOD ZONE A8. PLEASE SEE
 NFIP REVIEW COMMENTS FOR CONSTRUCTION IN FLOOD ZONE.
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2017-05-03 Cont ID  
Sent By Mgonzale Date 2017-05-03 Time   Rev Time 1.00
Received By mgonzale Date 2017-05-03 Time   Sent To B
Notes
2017-05-03 12:33:54PROVISO:
  
 DUMPSTER DOES NOTR HAVE THE 12'-6" OPENING WIDTH
 REQUIRED FOR CITY OF WPB SANITATION SERVICE.
 THE CITY ALSO SUGGESTS 10' WIDE CONCRETE STAGE IN FRONT
 OF DUMPSTER WHERE TRUCK FRONT WHEEL
 AND WEIGHT IS HIGH WHEN LIFTING AND MENEUVERING.
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 517-7270
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-05-08 Cont ID  
Sent By cthroop Date 2017-05-08 Time 11:18 Rev Time 0.00
Received By cthroop Date 2017-04-12 Time 10:58 Sent To  
Notes
2017-04-13 10:58:39ROUTED TO ZONING
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status N Date 2017-05-09 Cont ID  
Sent By cthroop Date 2017-05-08 Time 11:28 Rev Time 0.00
Received By cthroop Date 2017-05-08 Time 11:28 Sent To  
Notes
2017-05-08 11:34:44BUILDING PLAN REVIEW
 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1
 ADMINISTRATION
  
 CHRISTOPHER S. THROOP, C.B.O.
 PLANS EXAMINER, PX3169
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
  
 1ST REVIEW
 RESULTS: DENIED
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 1. 1612.1 GENERAL.
 WITHIN FLOOD HAZARD AREAS AS ESTABLISHED IN SECTION
 1612.3, ALL NEW CONSTRUCTION OF BUILDINGS, STRUCTURES
 AND PORTIONS OF BUILDINGS AND STRUCTURES, INCLUDING
 SUBSTANTIAL IMPROVEMENT AND RESTORATION OF SUBSTANTIAL
 DAMAGE TO BUILDINGS AND STRUCTURES, SHALL BE DESIGNED
 AND CONSTRUCTED TO RESIST THE EFFECTS OF FLOOD HAZARDS
 AND FLOOD LOADS. FOR BUILDINGS THAT ARE LOCATED IN MORE
 THAN ONE FLOOD HAZARD AREA, THE PROVISIONS ASSOCIATED
 WITH THE MOST RESTRICTIVE FLOOD HAZARD AREA SHALL
 APPLY.
  
 2. 1612.4 DESIGN AND CONSTRUCTION.
 THE DESIGN AND CONSTRUCTION OF BUILDINGS AND STRUCTURES
 LOCATED IN FLOOD HAZARD AREAS, INCLUDING COASTAL HIGH
 HAZARD AREAS, SHALL BE IN ACCORDANCE WITH CHAPTER 5 OF
 ASCE 7 AND WITH ASCE 24.
  
 3. 1612.5 FLOOD HAZARD DOCUMENTATION.
 THE FOLLOWING DOCUMENTATION SHALL BE PREPARED AND
 SEALED BY A REGISTERED DESIGN PROFESSIONAL AND
 SUBMITTED TO THE BUILDING OFFICIAL:
  
 1. FOR CONSTRUCTION IN FLOOD HAZARD AREAS OTHER THAN
 COASTAL HIGH HAZARD AREAS:
  
 1.1. THE ELEVATION OF THE LOWEST FLOOR, INCLUDING
 BASEMENT, AS REQUIRED BY THE FOUNDATION INSPECTION AND
 THE FINAL INSPECTION IN SECTION 110.3.
  
 4. CONSTRUCTION DOCUMENTS SHALL INCLUDE A STATEMENT
 THAT THE BUILDING IS DESIGNED IN ACCORDANCE WITH ASCE
 24, INCLUDING THAT THE PILE OR COLUMN FOUNDATION AND
 BUILDING OR STRUCTURE TO BE ATTACHED THERETO IS
 DESIGNED TO BE ANCHORED TO RESIST FLOTATION, COLLAPSE
 AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND
 FLOOD LOADS ACTING SIMULTANEOUSLY ON ALL BUILDING
 COMPONENTS, AND OTHER LOAD REQUIREMENTS OF CHAPTER 16.
Review Stop Z ZONING
Rev No 1 Status P Date   Cont ID  
Sent By   Date 2017-04-19 Time   Rev Time 0.00
Received By njwira Date 2017-04-13 Time 14:28 Sent To  
Notes
***NONE***


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