Plan Review Notes
Plan Review Notes For Permit 16081040
Permit Number 16081040
Review Stop B
Sequence Number 1
Notes
Date Text
2016-08-31 11:45:12BUILDING PLAN REVIEW
 2014 FLORIDA BUILDING CODE
  
 CHRISTOPHER S. THROOP, C.B.O.
 BUILDING PLANS EXAMINER ? PX3169
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 1ST REVIEW
 ACTION: DENIED
  
 1. VALUE APPEARS LOW. PROVIDE CONTRACT SIGNED BY OWNER.
 2. DETAIL ON PG. 3 OF PLANS INDICATE EXT. WALL IS
 CONCRETE, NO FASTENER SPECIFIED. DETAIL ON PG. 6 OF
 PLANS INDICATES EXT. WALL IS STUCCO OVER WOOD WITH
 FASTENERS TO BE 1/4" X 1-1/2" TAPCONS. PLEASE CLARIFY.
 3. PROVIDE DESIGN WIND LOADS FOR NEW ILLUMINATED SIGNS.
  
 FBC 109.3 BUILDING PERMIT VALUATION. FOR PERMITTING
 PURPOSES, VALUATION OF BUILDINGS AND SYSTEMS SHALL BE
 TOTAL REPLACEMENT VALUE TO INCLUDE STRUCTURAL,
 ELECTRIC, PLUMBING, MECHANICAL, INTERIOR FINISH,
 RELATIVE SITE WORK, ARCHITECTURAL AND DESIGN FEES,
 MARKETING COSTS, OVERHEAD AND PROFIT; EXCLUDING ONLY
 LAND VALUE. VALUATION REFERENCES MAY INCLUDE THE LATEST
 PUBLISHED DATA OF NATIONAL CONSTRUCTION COST ANALYSIS
 SERVICES (MARSHALL-SWIFT, MEANS, ETC.), AS PUBLISHED BY
 INTERNATIONAL CODE CONGRESS. FINAL BUILDING PERMIT
 VALUATION SHALL BE SET BY THE BUILDING OFFICIAL.
 FAILURE TO PROVIDE DOCUMENTATION OF ESTIMATED COSTS MAY
 DELAY THE APPLICATION PROCESS.
  
 FBC 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE
 DIMENSIONED AND DRAWN UPON SUITABLE MATERIAL.
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY
 TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK
 PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE
 PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES,
 RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING
 OFFICIAL. SUCH DRAWINGS AND SPECIFICATIONS SHALL
 CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE,
 AS TO THE QUALITY OF MATERIALS, WHERE QUALITY IS
 ESSENTIAL TO CONFORMITY WITH THE TECHNICAL CODES. SUCH
 INFORMATION SHALL BE SPECIFIC, AND THE TECHNICAL CODES
 SHALL NOT BE CITED AS A WHOLE OR IN PART, NOR SHALL THE
 TERM "LEGAL" OR ITS EQUIVALENT BE USED AS A SUBSTITUTE
 FOR SPECIFIC INFORMATION. ALL INFORMATION, DRAWINGS,
 SPECIFICATIONS AND ACCOMPANYING DATA SHALL BEAR THE
 NAME AND SIGNATURE OF THE PERSON RESPONSIBLE FOR THE
 DESIGN. (SEE ALSO SECTION 107.3.5).
  
 FBC 107.3.5.1.1(8) - PROVIDE WIND DESIGN LOADS/DESIGN
 PRESSURES PURSUANT TO FBC-CHAPTER 16
  
 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:
 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.
 2. RISK CATEGORY.
 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
 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).
  


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