Plan Review Notes
Plan Review Notes For Permit 08070721
Permit Number 08070721
Review Stop B
Sequence Number 2
Notes
Date Text
2008-08-13 08:16:18BUILDING PLAN REVIEW
 PERMIT: 08070721
 ADD: 831 VILLAGE BLVD
 CONT: POWER SOURCE
 TEL: (786) 877-5958
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
 AUGUST 13,2008
 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 ) INFORMATIONAL FL S S 713.13NOTICE OF
 COMMENCEMENT, TO BE FILED WITH THE CLERK OF THE COURT.
 NOTE: 713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF
 COMMENCEMENT IS NOT ACTUALLYCOMMENCED WITHIN 90 DAYS
 AFTER THE RECORDING THEREOF, SUCH NOTICE IS NULL &
 VOID. NOTE: 713.13(6) THE POSTING OF THE NOTICE OF
 COMMENCEMENT AT THE CONSTRUCTION SITE BEFORE THE FIRST
 INSPECTION.
  
 1C)PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW)
 AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC
 BUILDING WITH THE2007 SUPPLEMENTS.
  
 2) E7 INFORMATION ON THE GENERATOR PAD THAT IS MISSING
 IS:
 2A) WIND INFORMATION, WIND ZONE: 2004 FBC CHAPTER 35
 REFERENECED STANDARDS RECOGNIZES ASCE 7-02 .ALSO
 1603.1.4 WIND DESIGN DATA.140 MPH, 3 SECOND GUST.
  
 2B) 603.1.4 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
 BUILDING:
 1.BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
 (KM/HR).
 2.WIND IMPORTANCE FACTOR, I W , AND BUILDING
 CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
 AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7. 3.
 WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
 UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
 DIRECTION SHALL BE INDICATED.
 4.THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
 DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.
 5.COMPONENTS AND CLADDING. THE DESIGN WIND
 PRESSURES IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE
 SELECTION OF EXTERIOR COMPONENTS AND CLADDING MATERIALS
 NOT SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN
 PROFESSIONAL.
  
 3) PLANS INDICATE FOUR ONE IN HOLES IN BADE BUT DO NOT
 PROVIDE TYPE OF ANCHORS TO BE INSTALLED. 1609.1.3
 ANCHORAGE AGAINST OVERTURNING, UPLIFT AND SLIPPAGE.
  
  
 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.
  
 102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS
 OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF
 CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
 RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
 BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
 REQUIREMENT, THE SPECIFIC
 REQUIREMENT SHALL BE APPLICABLE.
  
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 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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