Plan Review Notes
Plan Review Notes For Permit 07080044
Permit Number 07080044
Review Stop B
Sequence Number 1
Notes
Date Text
2007-09-13 16:55:56BUILDING PLAN REVIEW
 PERMIT: 07080044
 ADD: 4300 N FLAGLER DR
 CONT: S L PLOTA CO. LLC
 TEL: (727)709-4373
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 1STREVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 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.
  
 2) 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 OFCOMMENCEMENT 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.
  
 3)CONTRACTOR S. L. PLOTO CO., LLC NEEDS TO NOTIFY
 DBPR OF CHANGE IN ADDRESS FROM WHAT IS CURRENTLY ON
 STATE WEB SITE.
  
 4) DIGITAL DESIGN & DRAFTING 1 SET OF PLANS HAS BEEN
 FORWARDED TO THE STATE OF FLORIDA TO INVESTIGATOR JACK
 BEAMISH FLORIDA BOARD OF PROFESSIONAL ENGINEERS FOR
 ADVERTISING AS DESIGN PROFESSIONALS WITHOUT LICENSURE.
 MR BEMISH REQUESTED THE PLANS FROM THIS PERMIT FOR
 ADDITIONAL INFORMATION ON THE CASE # 2007049814 AN
 ONGOING INVESTIGATION. FL STATUTE 471.
  
 5) SHEET # 1 INDICATES WHAT APPEARS TO BE A OVERHEAD
 DOOR TO BE FILLEDIN BY OTHERS? WHO IS PICKING UP THIS
 WORK THAT IS NOT UNDER THIS PERMIT?
  
 6)SHEET # 2 ONLY PROVIDES A PORTION OF THE REQUIRED
 WIND INFORMATION PLEASE COMPLETE: 2004 FL. BLD CODE
 1603.1.4 THE FOLLOWING INFORMATION RELATED TO WIND
 SHALL BE SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING CATEGORY 3)-
 WIND EXPOSURE
 4)- - COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 7) SHEET# 2 INDICATES THE BASE OF THE EXHAUST DUCTS
 SITTING ON A 3'-0" X3'-0" FOUNDATION WITH 3"X3'X1/4"
 STEEL ANGLES. ARE THE STEEL ANGLES
 FASTENED TO THE EXHAUST DUCT, ?
  
 8) SHEET # 2 ALSO INDICATES 2 OF 3 3/16" STEEL CABLES
 TO BE SPACED AT 120 DEGREES APART. THE 2 THAT ARE
 ILLUSTRATED WILL BE TIED BACK TO THE ROOFING SYSTEM,
 WHERE IS THE THIRD CABLE TO BE TERMINATED? 106.1.2*
 ADDITIONAL INFORMATION REQUIRED.
  
 9)SHEET # 2 INDICATES THERE WILL BE (2)24" EXHAUST
 DUCTS THAT RUN 6'-0" ABOVE THE ROOF, WILL THE INTAKE
 DUCTS ALSO TERMINATE ABOVE THE ROOF?
 IT APPEARS THEY ALSOMAY REQUIRE FOUNDATIONS? P[LANS
 ARE NOT CLEAR IN THIS MANNER?
  
 10)HOW OFTEN WILL THE 24" EXHAUST DUCT BE BRACED BACK
 TO THE BUILDING WITH THE 3"X3"X1/4" STEEL ANGLES.
  
 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
  
  
  
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
  
  
  
  
  
  


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