Plan Review Notes
Plan Review Notes For Permit 19020381
Permit Number 19020381
Review Stop B
Sequence Number 1
Notes
Date Text
2019-03-05 10:06:522017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19020381
 ADD: 2970 N MILITARY TRAIL / DUMPSTER ENCLOSURE/
 ANNEXATION IN PROGRESS
 CONT: TBD / TO BE DETERMINED
 TEL: ???????????????
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: TUES. MARCH 5/ 2019
 ACTION: DENIED
  
 1) THIS PERMIT APPLICATION FOR A DUMPSTER ENCLOSURE IS
 FOR A PROPERTY BEING ANNEXED INTO THE CITY OF WEST PALM
 BEACH. NO PERMIT CAN BE ISSUED UNTIL THIS PROCESS IS
 COMPLETE. THE OTHER ISSUE IS A CONTRACTOR WILL NEED TO
 SIGN ON AS THE CONTRACTOR OF RECORD FOR THE REMOVAL OF
 THIS BUILDING. 2017 FLORIDA BUILDING CODE W 2017 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1, ADMINISTRATION 105.1 REQUIRED.
  
 2) ALL FOUR SHEETS THAT WERE UPLOADED FOR CITY
 DOCUMENTS FOR REVIEW APPEAR TO BE PAPER PLANS THAT WERE
 SCANNED INTO THE COMPUTER, SHEETS SP.1, SP.3, A010
 DUMPSTER ENCLOSURE & A011 DUMPSTER ENCLOSURE DETAILS,
 NONE HAVE ELECTRONIC SIGNATURES.
  
 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING
 ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS,
 REPORTS OR OTHER DOCUMENTS.
  
 FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A
 SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE
 OF THE LICENSEE?S SIGNATURE SHALL NOT BE USED ON
 ELECTRONICALLY SIGNED AND SEALED ENGINEERING PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
  
 3) NEITHER SHEET A010 OR A011 INDICATE TO WHAT CODE
 THIS ENCLOSURE WAS DESIGNED.
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 CODE EDITION
  
 4) NEITHER SHEET A010 OR A011 INDICATE TO WHAT WIND
 SPEED AND CRITERIA THE DUMPSTER ENCLOSURE WAS DESIGNED.
 2017 FBC-B 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
  
 4.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS
 DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1.
  
 4.2. RISK CATEGORY.
  
 4.3TABLE 1609.7.2. HEIGHT AND EXPOSURE. ASCE 7-10 TABLE
 30.3.1.
  
 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 4.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF.
  
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 5) SHEET 004_A011 IN DETAILS 1-3 SHOWS THE OVERALL
 VERTICAL DIMENSION OF THE FOOTING BUT DOES NOT PROVIDE
 THE MINIMUM EMBEDMENT OF THE FOOTING. SEE 2017 FBC-B
 MINIMUM EMBEDMENT OF 12 INCHES BELOW GRADE.
  
 6 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.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  


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