Plan Review Notes
Plan Review Notes For Permit 09030588
Permit Number 09030588
Review Stop B
Sequence Number 1
Notes
Date Text
2009-04-10 16:57:46BUILDING PLAN REVIEW
 PERMIT: 09030588
 ADD: 105 EVERNIA STREET
 CONT: PLAN REVIEW
 TEL: (561)901-0481 JOHN TUCKER (CONTACT)
  
 FL BLD CODE= 2007FLORIDA BUILDING CODE
 W/ 2009 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1A) INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE
 INDICATE THE REVISION & REMOVE & 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.
  
 1B) I PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW)
 AFTER MARCH 1ST, 2009 SHALL BE REVIEWED TO THE 2007 FBC
 BUILDING WITH THE 2009 SUPPLEMENTS. THE 2007 EXISTING
 BUILDING CODE WITH 2009 SUPPLEMENTS. ALSO THE DESIGN
 PROFESSIONAL OR AN OWNER MUST ELECT ONE OR A
 COMBINATION OF LEVELS OF ALTERATION PURSUANT TO SECTION
 403,404 & 405 OF THIS CODE, 2007 EXISTING BUILDING
 CODE.
  
 2) THE WIND DESIGN FOUND ON SHEET M-4 WHICH REFRENECES
 ASCE 7-98. THE 2007 FBC REFRENECES THE ASCE 7-05,
 PLEASE CORRECT. SEE CHAPTER 35 FOR STANDARDS.
  
 3) PLEASE REVIEW SHEET A-1.02 FOR TYPE OF ROOF
 CONSTRUCTION. PLANS INDICATE BUILT UP ROOFING ON
 LIGHTWEIGHT CONCRETE ON 4 INCH CONCRETE PLANK
 STRUCTURAL SLAB. BUT THE DETAIL SHEET M-4 INDICATES THE
 USE OF BAR JOIST WITH METAL DECK, PLEASE CORRECT WITH
 PROPER CONNECTIONS INTO CONCRETE PLANK DECK.
  
 4) SHEET M-4 INDICATES A DETAIL FOR HURRICANE SUPPORT
 DETAIL FOR ROOF MOUNTED OR ROOF PENETRATING SYSTEMS.
 THE DETAIL INDICATES THE USE OF CABLE TO BE FASTENED
 INTO THE ROOF STRUCTURE, DOES THIS MEAN THE LIGHTWEIGHT
 CONCRETE OR THE 4 " CONCRETE PLANK ROOFING, PLEASE
 INDICATE AS SUCH. 106.1.2 ADDITIONAL INFORMATION
 REQUIRED.
  
 5) 2007 MECHANICAL CODE 301.12. WIND
 RESISTANCE.MECHANICAL EQUIPMENT, APPLIANCES AND
 SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND
 INSTALLED TO RESIST THE WIND PRESSURES ON THE EQUIPMENT
 AND THE SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE
 FLORIDA BUILDING CODE, BUILDING (1609.6). THIS MAY BE
 ACCOMPLISHED BY DESIGN OR BY APPLICATION OF SECTION
 301.13.1. ROOF-MOUNTED MECHANICAL UNITS AND SUPPORTS
 SHALL BE SECURED TO THE STRUCTURE. THE USE OF WOOD
 ???SLEEPERS??? SHALL NOT BE PERMITTED. PLEASE PROVIDE
 DOCUMENTATION THAT THE ROOF TOP EQUIPMENT WILL MEET THE
 140 MPH REQUIREMENT. THE PLANS PROVIDE THE ATTACHMENT
 DETAILS FOR CURB TO ROOF ATTACHMENT WHEN CORRECTED, THE
 UNIT TO CURB ATTACHMENT THE CODE IS ALSO REQUIRING THE
 EQUIPMENT OR APPLIANCE TO MEET WIND LOADS.
  
 6) SHEET A1.02 INDICATES PART OF A PARAPET WALL BEING
 CUT FOR THE INSTALATION OF THE NEW ROOF TOP UNIT. THE
 PLANS DO NOT INDICATE SINCE A PORTION OF THE PARAPET
 WALL IS BEING REMOVED THE TIE IN OF THE REMAINED OF THE
 PARPET WALL WITH THE REMAINING TOP STEEL. THE OTHER
 ISSUE IS THE SUPPLY AND RETURN AIR DUCTS THAT ARE
 PENETRATING THE ROOF, WILL THEY PENETRATE THE ROOF DECK
 AT THE SAME LOCATION OR ARE THE PENETRATIONS REQUIRED
 TO BE LARGER OR IN ANOTHER AREA OF THE PLANK CONCRETE
 ROOF SYSTEM, HOW MUCH OF THE PLANK HAS BEEN REMOVED AND
 DOES THIS PLANK REQUIRE REINFORCEMENT FORTHE ADDITIONAL
 LOADS. 106.1.2.ADDITIONAL INFORMATION REQUIRED.
 1609.1.1WIND LOADS/ MWFRS- MAINWIND FORCE RESISTING
 SYSTEM.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
  


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