Plan Review Notes
Plan Review Notes For Permit 15080007
Permit Number 15080007
Review Stop B
Sequence Number 1
Notes
Date Text
2015-08-12 10:16:49BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15080007
 ADD: 4335 EASLEY DR.
 CONT: RALPH DELLA-PIETRA INC.
 TEL: (561)745-8555
 E-MAIL: JOSH @RDPCONST.COM
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: WED. AUGUST 12/ 2015
 ACTION: DENIED
  
 1) SHEET LS1 & STRUCTURAL SHEET S-1 BOTH INDICATE THE
 PLANS WERE DEVELOPED UNDER THE 2010 FBC. PLEASE NOTE
 THE 5TH EDITION OF THE FLORIDA BUILDING CODE (2014 FBC)
 WAS ADOPTED STATEWIDE ON JUNE 30, 2015. PLEASE REVISE
 PLANS AND CODE SECTIONS.
  
 2) BUILDING PROVISO: BECAUSE OF THE BOLTED AND WELDED
 CONNECTIONS OF THE STRUCTURAL STEEL PORTION OF THIS
 BUILDING, THE BUILDING DEPARTMENT WILL REQUIRE 3RD
 PARTY INSPECTION OF THE ELEMENTS, OTHERWISE A RESIDENT
 INSPECTOR WILL BE REQUIRED. 2010 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION, 110.3.9 OTHER INSPECTIONS SERVICES.
 PLEASE CONTACT KEN CONRAD FOR FURTHER INFORMATION:
 CONTACT: KEN CONRAD
 TEL: 561-805-6666
 E-MAIL: [email protected]
  
 3) DISCREPANCY IN PLANS LS-1 VERSES S-2 AND THE ROOF
 HEIGHT 23 FT. VERSES 21 FT. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 4) SHEET S-1 INDICATES THE MINIMUM SOILS BEARING
 PRESSURE OF 2,500 PSF. THE PLANS DO NOT INDICATE THAT A
 SOILS REPORT HAS BEEN COMPLETED. PLEASE PROVIDE SOILS
 REPORT PER: 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL.
 WHERE THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY
 OF THE SOIL IS IN DOUBT OR WHERE A LOAD-BEARING VALUE
 SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE
 BUILDING OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
 GEOTECHNICAL INVESTIGATION BE CONDUCTED.
  
 5) SHEET S-2 SHOWS THE PRESSURES FOR COMPONENTS &
 CLADDING IN WHAT IS ASSUMED VULT. NOTE ALL PRODUCT
 APPROVALS ARE IN VASD, PLEASE CONVERT PRESSURES INTO
 VASD TO COINCIDE WITH THE PRODUCT APPROVALS. 1609.3.1.
  
 6) 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)(A) EXTERIOR DOORS. EXTERIOR HINGED DOORS, OVERHEAD
 (B) WINDOWS
 (C) WALL LOUVERS
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 7) 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..
  
 8) PLEASE PROVIDE THE MANUFACTURERS SHOP DRAWINGS FOR
 THE ENGINEERED METAL BUILDING. PART OF THE MWFRS (MAIN
 WIND FORCE RESISSTING SYSTEM AS WELL AS COMPONENTS AND
 CLADDING. 2014 FBC-B 1609.6.3 / 1609.6.4.4.1.
  
 9) SHEET S-4:
  
 9A) SHEET S-4 VERSES S-7. SHEET S-4 SHOWS A FOUNDATION
 CUT SECTION THROUGH THE EXTERIOR BLOCK WALL, DETAIL #
 1/ S-7. SHEET S-12 SHOWS THE EXTERIOR BLOCK WALL WITH A
 STEM WALL FOUNDATION. SHEET S-7 DETAIL # 1 SHOWS THE
 INTERIOR BLOCK WALL AND THE NOTE BENEATH INDICATES THE
 WIDTH VARIES? 107.2.1.3 ADITIONAL INFORMATION IS
 REQUIRED.
  
 9B) SHEET S-4 THE UPPER LEFT CORNER OF THE STEEL
 UILDING THERE IS A NOTE THAT THE EXTERIOR WALLS ARE TO
 BE STEEL FRAMED WALLS. IT IS NOT CLEAR IF THESE ARE TO
 BE PART OF THE ENGINEERED BUILDING. SHEET A-7 SHOWS A
 WALL SECTION THROUGH THE EXTERIOR WALL WITH A
 HORIZONTAL GIRT SYSTEM AND WALL PANEL SYSTEM, BUT NO
 SECTION THROUGH THE WALL WHERE THERE ARE STEEL FRAMING
 MEMBERS? 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 10) SHEET S-12 SHOWS THE INSTALATION OF A BRIDGE CRANE.
 THERE IS NO DESIGN CRITERIA PLEASE REVIEW 2014 1607
 SECTION 13 FOR CRANE LOADS AND DESIGN.
  
 11) WITHIN THIS SUBMITTAL THERE WAS NO ENERGY
 SUBMITTALS, PLEASE PROVIDE COMPLIANCE WITH 2014
 FBC-ENERGY C401.2 APPLICATIONS.
  
 12) SHEET A-3 THERE IS A NOTE SEE SPECIFICATION SECTION
 13-34-19 PARAGRAPH 1.4.C.2 RATIONAL ANALYSIS
 REQUIREMENTS. PLEASE PROVIDE WHAT IS PERTAINS TOO? WITH
 NO SHOP DRAWINGS BEING SUBMITTED AND THE ABOVE
 STATEMENT UNKNOWN AT THIS TIME, IF THE METAL BUILDING
 IS GOING TO USE OTHER DESIGNS, AISI S100 (2014 FBC-B
 2211.4) OR AISI S210 (2014 FBC-B 2211.5) WE WILL NEED
 TO SEE COMPLIANCE WITH 2007 AISI D6.2.1A
 (A-G).
  
 13) SHEET A-3 INDICATES ROOF LEADERS, PLEASE SHOW
 COMPLIANCE WITH 2014 FBC-B 1503.7 WITH THE DOWN SPOUTS
 DISCHARGING 1 FOOT FROM THE SIDEWALL OF THE BUILDING.
  
 14) SHEET A-4 INDICATES A AWNING, THIS REQUIRES A
 SEPARATE PERMIT. THERE IS NO WIND DESIGN CRITERIA FOR
 THIS AWNING. SEE 2014 FBC-B 3105.4 & 3105.5 FOR DESIGN
 CRITERIA.
  
 15) 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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