Plan Review Notes
Plan Review Notes For Permit 09100126
Permit Number 09100126
Review Stop B
Sequence Number 1
Notes
Date Text
2009-11-02 10:21:50BUILDING PLAN REVIEW
 PERMIT: 09100126
 ADD: 3001 OKEECHOBEE BLVD
 CONT: DONNIE BENNETT LIGHTING
 TEL: (561)685-2316
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW) AFTER
 MARCH 1ST, 2009 SHALL BE REVIEWED TO THE 2007 FBC
 BUILDING WITH 2009 SUPPLEMENTS. PLANS CURRENTLY READ
 THAT TTHEY ARE DESIGNED BY THE 2003 & 2006 IBC. PLEASE
 CORRECT CODE AND VERSION.
  
 2) THE VALUE OF TTHE MONUMENT SIGN IS INDICATED AS
 $6,000.00 FORTHE INSTALATION OF FOUNDATION AND 342 SQ
 FT SIGN. THE CALCULATED VALUE IS AS FOLLOWS:
  
 282 SQ FT OF ALUMINUM CLAAD BASE @ 38.75 / SQ FT= $
 10,927.00
 60 SQ FT OF DOUBLE FACE SIGNAGE @ 7,860.00
 ____________
 TOTAL $18,787.00
  
 BALANCE DUE IS $309.96
 108.3* BUILDING PERMIT VALUATION.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFRENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
  
 3) PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
 PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR
 PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE
 DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT.
 FL ADMIN CODE 61G15-23.002 ENGINEERS
 COPIED SIGNATURE -NO SEAL
 61G15-23.002(2) FL. ADMIN. CODE. PLANS SIGNED & SEALED
 BY A PROFESSIONAL ENGINEER SHALL INCLUDE EITHER THE:
 NAME, ADDRESS AND LICENSE NUMBER OF THE ENGINEER OR,
 THE NAME AND LICENSE NUMBER OF THE ENGINEER AND THE
 NAME, ADDRESS AND CERTIFICATE OF AUTHORIZATION NUMBER
 OF THE ENGINEERING BUSINESS THROUGH WHICH THE ENGINEER
 IS PRACTICING (471.025 F.S. AND 471.023 F.S.).
  
 471.023 F.S. CERTIFICATE OF AUTHORIZATION. THE TITLE
 BLOCK FOR ANY SHEET BEARING THE NAME OF AN ENGINEER
 PRACTICING UNDER A FICTITIOUS NAME, A CORPORATION, OR A
 PARTNERSHIP, OFFERING ENGINEERING SERVICES, SHALL
 INCLUDE THE CERTIFICATE OF AUTHORIZATION NUMBER. ADD
 THE NUMBER TO EACH SHEET. THIS MAY BE ADDED BY HAND.
  
 4) DISCREPANCY IN WIND ZONES SHEET 1 INDICATES THE
 LOCATION AND WIND ZONE AS 140 MPH AND IN THE HIGH
 VELOCITY WINDLOAD. THE HIGH VELOCITY WIND ZONES ARE
 DADE AND BROWARD COUNTIES AT A 146 MPH AND EXPOSURE
 "C", THE CITY OF WEST PALM BEACH IS LOCATED IN A WIND
 -BORNE DEBRIS REGION OR A 140 MPH WIND ZONE, AND THIS
 LOCATION A EXPOSURE"B". YOU MAY DESIGN TO TTHE HIGHER
 STANDARD BUT ALL THE WIND INFORMATION WILL NEED TO BE
 CORRECT.
 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:
 4.1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
 (KM/HR).
 4.2. 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.
  
 4.3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
 UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
 DIRECTION SHALL BE INDICATED.
  
 4.4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
 DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.
  
 4.5. 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.
  
 1604.4 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY LATERAL FORCES SPECIFIED
 IN THIS CHAPTER. SEE SECTION 1609 FOR WIND AND SECTION
 1610 FOR LATERAL SOIL LOADS.
  
 5) SHEET 1 ALSO INDICATES THE SOIL TO BE A MEDIUM CLAY,
 THERE IS NOT CLAY IN THE SOUTH END OF FLORIDA PLEASE
 UPDATE PLAANS .
  
 STARTING AUGUST 21, 2009, THE CONSTRUCTION SERVICES
 DEPARTMENT WILL BE CLOSED ON FRIDAYS UNTIL FURTHER
 NOTICE.
  
 OPENING HOURS MONDAY - THURSDAY WILL REMAIN AT 8:00 AM
 - 5:00 PM.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE
 CUSTOMER SERVICE SURVEY AT:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 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.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953


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