Plan Review Notes
Plan Review Notes For Permit 15080306
Permit Number 15080306
Review Stop B
Sequence Number 4
Notes
Date Text
2015-12-29 08:34:05BUILDING PLAN REVIEW
 W. P. B. PERMIT:15080306 / CANOPY
 ADD: 2100 45TH ST.
 CONT: TBD/ TO BE DETERMINED
 TEL: (???)???-????
 E-MAIL:????????????????
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION,
  
 4TH REVIEW
 DATE: TUES. DEC. 29/ 2015
 ACTION: DENIED
  
 ) NOTICE!!!!!!!!!!!!! CHAPTER 553.80(2)(B) FLORIDA
 STATUTES STATES THAT A LOCAL GOVERNMENT SHALL IMPOSE A
 FEE OF FOUR TIMES THE FEE FOR PLAN REVIEW, IF PLANS ARE
 REJECTED (3) OR MORE TIMES FOR REPEATED FAILURE TO
 CORRECT A CODE VIOLATION.
  
 1) UNDER PERMIT 15080306. TO BE DETERMINED. CONTRACTOR
 TO SIGN ON PERMIT APPLICATION.
  
 2) COMPLIED. (3) SOILS REPORTS.
  
 3) SEMI-COMPLIED. MISSING PLANS FOR CANOPY. 2014 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1, ADMINISTRATION,
 107.3.5.1 COMMERCIAL BUILDINGS:
  
 SURVEY ?EXISTING BUILDING NOT PROPOSED
 SITE PLAN- NO SITE PLAN WAS SUBMITTED.
 SOILS REPORT ?COMPLIED.
 WIND DESIGN CRITERIA- COMPLIED.
 STRUCTURAL PLANS -COMPLIED.
 FOUNDATION DESIGN -COMPLIED.
 STRUCTURAL COLUMNS AND BEAMS- COMPLIED.
 PRODUCT APPROVAL FOR ROOFING SYSTEM - SEMI COMPLIED.
  
 4) 2014 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN-
 CHAPTER 6 OF ASCE 7-10.
 1609.3 BASIC WIND SPEED FIGURE 1609.A-C
 1609.3 WIND SPEED CONVERSION
 4.1) COMPLIED. THE BASIC WIND SPEED, VU, SHALL BE
 DETERMINED IN ACCORDANCE WITH 1609.3.1 & ASCE 7-10
  
 4.2 COMPLIED. AN IMPORTANCE FACTOR, FIGURE 1609 A-C,
 ASCE 7-10.
  
 4.3) COMPLIED. AN EXPOSURE CATEGORY SHALL BE DETERMINED
 IN ACCORDANCE WITH 1609.4 & ASCE 7-10
  
 4.4) NO PRESSURES PROVIDED, POSITIVE NOR NEGATIVE. A
 HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * SHALL BE
 DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.
 RESPONSE: INDICATES SEE PAGE 2 OF THE CALCULATIONS.
 CALCULATIONS SIGNED AND SEALED BY RALPH BENSON JULY 23/
 2015 ARE NOT SIGNED NOR SEALED ON EACH PAGE NOR IS
 THERE A COVERSHEET OR INDEX LISTING HOW MANY PAGES ARE
 COVERED UNDER THIS SEAL, PLEASE SHOW COMPLIANCE WITH:
 FLORIDA ADMINISTRATIVE CODE 61G15-23.002(2) FL. ADMIN.
 CODE. A COVER SHEET OR INDEX SHEET FOR ENGINEERING
 SPECIFICATIONS MAY BE USED AND THAT SHEET MUST BE
 SIGNED IN RESPONSIBLE CHARGE OF THE PRODUCTION &
 PREPARATION OF EACH SECTION OF THE ENGINEERING
 SPECIFICATION WITH SUFFICIENT INFORMATION ON THE COVER
 SHEET OR INDEX LISTING HOW MANY PAGES ARE COVERED UNDER
 THE COVER SHEET OR INDEX SHEET.
  
 4.5) NOTE THIS IS A OPEN STRUCTURE, PROVIDE PRESSURES
 FOR ZONES 1, 2, & 3 AS WELL AS PRESSURES UNDER THIS
 STRUCTURES CANOPY & OVERHANGS AS WELL. COMPONENTS &
 CLADDING PRESSURES POSITIVE & NEGATIVE TABLE 1609.2(2)
 .
 RESPONSE: THE RESPONSE INDICATES THE WIND DESIGN
 PRESSURES ARE NOT REQUIRED TO BE ON THE DESIGN
 DOCUMENTS( PLANS). SEE PAGE 8 OF THE CALCULATIONS FOR
 ZONES 1 TO 3 .
 PLEASE NOTE WHAT IS ASSUMED AS PAGE 8 CLADDING IS
 MEASURED IN KLF NOT PSF POUNDS PER SQUARE FOOT AS IN
 TABLE 1609.7.2. ASCE 7-10.
  
 5A) 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA
 DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010
 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS
 THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(C) PANEL WALLS CMC PANELS
 (D) ROOFING PRODUCTS AND ASSEMBLIES :METALWORKS, LLC
 RESPONSE: 1609.6 ALTERNATE ALL HEIGHTS METHOD DOES NOT
 APPLY TO OPEN BUILDINGS. AGREED, THAT WAS NOT THE CODE
 SECTION PROVIDED. THE SUBMITTED PRODUCT APPROVALS CAN
 NOT BE DETERMINED AS TO PRESSURES FOR THE VARIOUS WIND
 ZONES, SINCE THEY WERE NOT PROVIDED AS REQUESTED IN
 COMMENT # 4.5.
  
 NOA 15-0526.09 UPDATED AND CURRENT. GALVALUME 3 INCH X
 16 INCH WIDE PANELS FOR CANOPY.
 NOA 10-1118.05 REYNOLDS COMPOSITE PANELS. CURRENT.
  
 5B) NO RESPONSE:
 ENGINEERING SHEETS CEERNY & IVEY ARE COPIES AND SIGNED
 BY A GEORGIA P.E.
 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
 EFFECTIVE DATE 05/06/2009
 (2)(A) EVERY SHEET OF PLANS AND PRINTS WHICH MUST BE
 SEALED UNDER THE PROVISIONS OF CHAPTER 471, F.S., SHALL
 BE SEALED, SIGNED AND DATED BY THE PROFESSIONAL
 ENGINEER IN RESPONSIBLE CHARGE.
  
  
 6) RESPONSE: THE RESPONDENT SEEMS TO BE CONFUSED AS TO
 THE CODE SECTION STATED. 2014 FLORIDA BUILDING CODE W
 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, FBC 107.3.4.1 PRODUCT
 APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED BY THE
 DCA RULE 9N-03 SHALL BE REVIEWED AND APPROVED IN
 WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
 DEFERRED SUBMITTALS ARE UNDER SECTION 107.3.4.2.
  
 7) 4TH REQUEST. RESPONSE INDICATES PLEASE SEE ATTACHED
 SKETCH. THERE IS NO SKETCH ATTACHED TO THIS DOCUMENT.
 THE RESPONSE ALSO INDICATES THE SEQUENCE OF
 CONSTRUCTION TANKS OR FOOTINGS ARE THE RESPONSIBILITY
 OF THE GENERAL CONTRACTOR RESPONSIBILITY. TO DATE THERE
 HAS BEEN NO CONTRACTOR ASSIGNED TO ANY OF THE PERMITS.
 WE HAVE BEEN TOLD THE CONTRACTOR THAT IS AWARDED THE
 BUILDING MAY NOT BE THE SAME AS THE CANOPY BOTH MAY
 HAVE A CGC LICENSE AND SEQUENCING ALTHOUGH A GOOD IDEA
 MAY NOT HAPPEN AS ONE WOULD ASSUME SINCE THERE WILL BE
 POSSIBLY A 3RD CONTRACT AWARDED TO THE UNDERGROUND TANK
 CONTRACTOR, POLLUTANT STORAGE TANK CONTRACTOR.
  
 PLEASE PROVIDE ADDITIONAL INFORMATION AS TO THE
 FOUNDATION AND THE ADJACENT EXCAVATION FOR THE
 UNDERGROUND STORAGE TANKS. HOW WILL THE CANOPY
 FOUNDATION BE PROTECTED FROM DESCENDING SLOPE OF THE
 UNDERGROUND STORAGE TANKS SINCE THEY EXCAVATION WILL BE
 APPROXIMATELY 15 FEET BELOW GRADE. 2014 FBC-B 1808.7.2.
 FOUNDATIONS ON OR ADJACENT TO SLOPE SURFACES SHALL BE
 FOUNDED IN FIRM MATERIAL WITH AN EMBEDMENT AND SET BACK
 FROM THE SLOPE SURFACE SUFFICIENT TO PROVIDE VERTICAL
 AND LATERAL SUPPORT FOR THE FOUNDATION WITHOUT
 DETRIMENTAL SETTLEMENT. EXCEPT AS PROVIDED FOR IN
 SECTION 1808.7.5 AND FIGURE 1808.7.1, THE FOLLOWING
 SETBACK IS DEEMED ADEQUATE TO MEET THE CRITERIA. WHERE
 THE SLOPE IS STEEPER THAN 1 UNIT VERTICAL IN 1 UNIT
 HORIZONTAL (100-PERCENT SLOPE), THE REQUIRED SETBACK
 SHALL BE MEASURED FROM AN IMAGINARY PLANE 45 DEGREES
 (0.79 RAD) TO THE HORIZONTAL, PROJECTED UPWARD FROM THE
 TOE OF THE SLOPE.
  
 8) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & 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.
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 DEVELOPMENT 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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