Plan Review Notes
Plan Review Notes For Permit 15080306
Permit Number 15080306
Review Stop B
Sequence Number 2
Notes
Date Text
2015-10-16 14:26:24BUILDING 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,
  
 2ND REVIEW
 DATE: FRI. OCT. 16/ 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 15080304. CONTRACTOR TO SIGN ON PERMIT
 APPLICATION.
  
 2) SEMI COMPLIED. ONLY ONE SOILS REPORT WAS SUBMITTED
 FOR BOTH PERMITS. ATOTAL OF 4 SOILS REPORTS WILL BE
 REQUIRED. IT IS UNKNOWN IF THE UNDERGROUND STORAGE TANK
 CONTRACTOR WILL BE THE SAME FOR THE CANOPY. (2)
 SEPARATE PERMITS, (2) SSEPARATE DOCUMENTS. NOTE 2
 PERMITS WERE APPIED FOR 15080304 UNDERGOUND STORAGE
 TANKS AND 15080306 A 3,096 SQ. FT CANOPY. NOTE ONLY 2
 SETS OF PLANS WERE SUBMITTED.
  
 3) MISSING PLANS FOR CANOPY. 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION,
 107.3.5.1 COMMERCIAL BUILDINGS:
  
 SURVEY & SITE PLAN
 SOILS REPORT 1 OF 2 SUBMITTED
 WIND DESIGN CRITERIA- SEMI-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.
  
 4.5) NOTE THIS IS A OPEN STRUCTURE, PROVIDE PRESSURES
 FOR ZONES 1, 2, & 3 AS WELL AS PRESSURES UNDER THIS
 STRUCTURE, OVERHANGS AS WELL. COMPONENTS & CLADDING
 PRESSURES POSITIVE & NEGATIVE TABLE 1609.2(2) .
  
 5) 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 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
  
  
 NOA 14-0421.05 :METALWORKS, LLC HAS BEEN EXPIRED SINCE
 5/15/2015
 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) 2014 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.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC.
  
 7) 2ND REQUEST. RESPONSE INDICATES PLEASE SEE CANOPY
 PLANS. PLEASE PROVIDE ADDITIONAL INFORMATION AS TO THE
 FOUNDATION AND THE ADJACENT EXCAVATION FOR THE UNDER
 GROUND STORAGE TANKS. HOW WILL THE CANOPY FOUNDATION BE
 PROTECTERD FROM DESCENDING SLOPE OF THE UNDER GROUND
 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]
  
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 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
  
  
  
  
  
  


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