Plan Review Notes
Plan Review Notes For Permit 08060051
Permit Number 08060051
Review Stop B
Sequence Number 2
Notes
Date Text
2008-12-01 15:03:17BUILDING PLAN REVIEW
 PERMIT: 08060051
 ADD: 300 N DIXIE HWY
 CONT: KNIGHT ELECTRIC
 TEL: (561)689- 3500
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 2ND 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: PLANS SUBMITTED FOR PERMIT (FIRST
 TIME REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO
 THE 2004 FBC BUILDING WITH THE 2007 SUPPLEMENTS.
  
 2) 2ND REQUEST, FEUL STORAGE TANK IS BEING LOCATED TO
 THE EXTERIOR OF THE BUILDING AS PER M-1,( OPEN PARKING
 GARAGE) PLEASE PROVIDE ATTACHMENT FOR MOMENT OF
 OVERTURNING, UPLIFT AND SLIPPAGE. 1609.3.1.
 VISITED JOBSITE PARKING GAGARE CONSIDERED OPEN!
  
 3 )2ND REQUEST, PLEASE PROVIDE WIND INFORMATION:
 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
 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.
  
 4) 2ND REQUEST, SHEET E-3 GENERATOR DETAIL INDICATES TO
 SEE STRUCTURAL SHEET FOR SLAB DETAILS, ALSO INCLUDE
 ANCHOR DETAILS FOR THE NEW GENERATOR. 1609.3.1
 ANCHORAGE AGAINST OVERTURNING, UPLIFT AND SLIDDING.
 MISSING ARCHITECURAL AND STRUCTURAL SHEETS.
  
 5-6) COMPLIED.
  
 7) NEW COMMENT, VISITED JOBSITE AND THE SOUTH WALL OF
 THE PARKING GARAGE IS OPEN TO TTHE WEATHER, A WING WALL
 APPROXIMATELY 42" TALL. SHEET M-1 NEW GENERATOR AREA
 INDICATES A LOUVER IN THE WALL, IS THERE GOING TO BE A
 NEW WALL INSTALLED BETWEEN COLUMNS?
  
 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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