Plan Review Notes
Plan Review Notes For Permit 08120295
Permit Number 08120295
Review Stop B
Sequence Number 1
Notes
Date Text
2008-12-31 11:57:12BUILDING PLAN REVIEW
 PERMIT: 08120295
 ADD: 124 N. DIXIE HWY
 CONT: LTI DEVELOPMENT
 TEL: (561)718-6243
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 1ST 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 713.13 NOTICE 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 ACTUALLY COMMENCED 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) 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) PLANS LACK WIND DESIGN 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:
 2A). BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
 (KM/HR).
  
 2B) 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.
  
 2C). WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
 UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
 DIRECTION SHALL BE INDICATED.
  
 2D). 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) 1609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE
 PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS
 SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF
 GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE
 ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES
 POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH
 AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS
 OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE
 TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1.
 GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE
 SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST.
 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1 M)
 ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL
 MISSILE TEST.
  
 FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, PROVIDE 2
 COPIES OF PRODUCT TESTING REPORTS, MISSING REPORTS ARE
 AS FOLLOWS:
 3A) IMPACT FIXED GLASS
 3B) STOREFRONT DOORS
  
 4) PRODUCT APPROVALS SUBMITTED WITH PERMIT APPLICATION
 AFTER OCTOBER 1, 2003 ARE REQUIRED TO COMPLY WITH THE
 FLORIDA PRODUCT APPROVAL SYSTEM. FOR INFORMATION PLEASE
 SEE THE STATE WEBSITE AT WWW.FLORIDABUILDING.ORG.
 PRODUCTS WITH STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS THE PRODUCT
 IDENTITY NUMBER FROM THE STATE. IF THE PRODUCT DOES NOT
 HAVE STATEWIDE APPROVAL, SUBMIT AN APPLICATION FOR
 LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE
 9B-72. SEE ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 5) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE
 PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 6) SHEET A1.0A CONSTRUCTION NOTE# 4 INDICATES THE
 REMOVAL OF A 24"X24" COLUMN AND REPLACING IT WITH A
 6"X6'X3/8 INCH STEEL COLUMN. WHAT IS THE COLUMN HOLDING
 UP? WILL THE STEEL IN THE BEAM ABOVE HAVE SUFFICIENT
 LAP WITH THE SMALLER COLUMN HEAD? 106.1.2 ADDITIONAL
 INFORMATION REQUIRED.
  
 7) SHEET A1.0A NOTE# 5 INDICATES THE USE OF FIBERGLASS
 RESIN PANELS, PLEASE PROVIDE ADDITIONAL INFORMATION,
 HOW THEY WILL BE ATTACHED, FLAME SPREAD AND SMOKE
 DEVLOPMENT SECTION 803 AND TABLE 803.5.
  
 8) SHEET A1.0A NOTE # 6 & 7, INDICATE LOWERING THE
 LFLOOR LEVEL 2 1/2 INCHES WIWTH A 1/12 SLOPE. THE
 BOTTOM OF THE RAMP REQUIRES A 6'-0" LANDING PLEASE SEE
 11-4.8.4.(2) LANDINGS. ALL LANDINGS ON RAMPS SHALL NOT
 BE LESS THAN 60" CLEAR, & THE BOTTOM OF EACH RAMP SHALL
 HAVE NOT LESS THAN 72" OF STRAIGHT & LEVEL CLEARENCE.
  
 9) SHEET A1.0A PLANS INDICATE THE USE OF A FIRE WALL
 PIPE PENETRATION, FIRE WALL IS EITHER 3 OR 4 HR
 RATINGS, PLEASE PROVIDE UL LISTING OR MANUFACTURES FIRE
 STOP ASSEMBLY NUMBER 712.3.1.2.
  
 10) SHEET A1.0A PLANS FAIL TO INDICATE ACCESSIBLE
 TABLES. 11-5.1 GENERAL. EXCEPT AS SPECIFIED OR MODIFIED
 IN THIS SECTION, RESTAURANTS AND CAFETERIAS SHALL
 COMPLY WITH THE REQUIREMENTS OF SECTION 11-4.1 TO
 SECTION 11-4.35. WHERE FIXED TABLES (OR DINING COUNTERS
 WHERE FOOD IS CONSUMED BUT THERE IS NO SERVICE) ARE
 PROVIDED, AT LEAST 5 PERCENT, BUT NOT LESS THAN ONE, OF
 THE FIXED TABLES (OR A PORTION OF THE DINING COUNTER)
 SHALL BE ACCESSIBLE AND SHALL COMPLY WITH SECTION
 11-4.32 AS REQUIRED IN SECTION 11-4.1.3(18).
  
 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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