Plan Review Notes
Plan Review Notes For Permit 16040412
Permit Number 16040412
Review Stop B
Sequence Number 3
Notes
Date Text
2016-12-06 09:07:24BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040412
 ADD: 1600 N DIXIE HWY.
 CONT: TBD/ TO BE DETERMINED
 TEL: (561)662-1927
 E-MAIL:[email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 3RD REVIEW
 DATE: TUES. DEC. 06/2016
 ACTION: DENIED
  
 4X FEE NOTICE!!!!! FLORIDA STATUTE 553.80(2)(B)
 WITH RESPECT TO EVALUATION OF DESIGN PROFESSIONALS?
 DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN
 ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING
 CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS
 REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO
 CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY
 NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO,
 EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY,
 ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL,
 MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER
 REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING
 COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL
 GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH
 REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION,
 A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE
 PERMIT FEE ATTRIBUTED TO PLANS REVIEW.
  
  
 1) 3RD REQUEST. THE MECHANICAL SHEET M-3.1 SHOWS THE
 ROOF TOP UNITS BEING ATTACHED TO THE ROOF TOP CURBS.
 PLEASE NOTE THAT RTU CURBS WERE REVIEWED AND INSPECTED
 UNDER PERMIT # 15100589. PLEASE NOTE THE WIND DESIGN
 FOR THE ANCHORING OF THE RTU UNIT TO CURB IS 150 MPH.
 PLEASE CORRECT THE WIND DESIGN AND CALCULATIONS FOR
 ANCHORING OF THE RTU TO CURB. THIS IS A 170 VULT MPH
 WIND ZONE FOR BUILDINGS WITH AN BUILDING RISK CATEGORY
 II. SEE 2014 FBC-B FIGURE 1609A.
  
  
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS?
  
 2) NOTICE THE PARKING LOT STRIPPING WILL BE UNDER A
 AEPARATE PERMIT. THE SITE PLAN PARKING IS FOR SHOWING
 THE ACCESSIBLE EGRESS ROUTE FROM THE BUILDING. NO
 ACCTION NEED TO BE TAKEN.
  
 3) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 THE REVIEWS FOR THIS PROJECT ARE COMPLETE. TO VIEW
 COMMENTS FROM ALL DISCIPLINES:
 HTTP://ONESTOPSHOP.WPBGOV.COM/EGOVPLUS/PERMIT/PERM_STAT
 US.ASPX.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  


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