Plan Review Notes
Plan Review Notes For Permit 16030230
Permit Number 16030230
Review Stop B
Sequence Number 1
Notes
Date Text
2016-03-08 06:50:30BUILDING PLAN REVIEW
 W. P. B. REVISION: 16030230
 W. P. B. PERMIT: 15070534
 ADD: 4117 BROADWAY
 CONT: DREAMWORKS CONST. & REMOD.
 TEL: (813)249-5541
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W
 * 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION,
 2014 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: TUES. MARCH 08/ 2016
 ACTION: DENIED.
  
 PRIME PERMIT: 15070534 SHEET A-3 PRE-ENGINEERED AWNING
 DESIGNED BY A DELEGATE SPECIALTY ENGINEER. SHOP
 DRAWINGS ARE TO BE SUBMITTED TO THE DESIGNER OF RECORD
 AND APPROVED, WITH SHOP DRAWING STAMP OF REVIEWED
 BEFORE SUBMITTING TO THE BUILDING DEPARTMENT. FL
 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL FORWARD
 THE DELEGATED ENGINEERING DOCUMENTS TO THE ENGINEER OF
 RECORD FOR REVIEW.
  
 1) THE SUBMITTED SHOP DRAWINGS BY BORA ERBILEN
 INDICATES THE METAL ROOFING MATERIAL TO BE INSTALLED IS
 STRUCTURAL METAL ROOFING, NO SUB-SHEATHING. TO DATE
 THERE HAS BEEN NO PRODUCT APPROVAL SUBMITED ON THIS
 REVIEW,
  
 2010 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)(D) ROOFING PRODUCTS AND ASSEMBLIES
  
 (2 )107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 3) THE PLANS SEMI PROVIDE THE WIND DESIGN IN ACCORDANCE
 WITH 2014 FBC-B 3105.5.1. RIGID AWNINGS AND CANOPY
 SHUTTERS SHALL BE DESIGNED TO RESIST THE LOADS SET
 FORTH IN CHAPTER 16 OF THIS CODE. WHAT THE PLANS DO NOT
 PROVIDE IF THE DESIGN IS CONSIDERED OPEN, PARTIALLY
 OPEN WIND DESIGN, NOR ARE THE PRESSURES PROVIDED FOR
 FOR ROOF ZONES 1,2, OR 3.
  
 2014 FBC-B 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
 STRUCTURE:
  
 3.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 3.2. RISK CATEGORY.
  
 3.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
  
 3.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 3.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
  
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
  
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 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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