Plan Review Notes
Plan Review Notes For Permit 16090450
Permit Number 16090450
Review Stop B
Sequence Number 2
Notes
Date Text
2016-10-31 10:44:48BUILDING PLAN REVIEW
 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 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]
  
 2ND REVIEW
 RESULTS: DENIED
  
 1. COMMENTS FROM FIRST REVIEW HAVE NOT BEEN ADEQUATELY
 ADDRESSED.
 2. APPLICANT HAS PROVIDED A FASTENER SCHEDULE WITH NO
 SUPPORTING CODE REFERENCE. THE FASTENER SCHEDULE SHOULD
 BE BASED ON THE DESIGN WIND LOAD OF THE EXTERIOR
 COMPONENT.
 3. PROVIDE DESIGN WIND LOADS FOR SCREEN ENCLOSURE.
 4. APPLICANT STAYES THE VALUE IS ESTIMATED AT LESS THAN
 $1,500.00. PLEASE PROVIDE A COPY OF A CONTRACT SIGNED
 BY THE OWNER OR A LIST OF MATERIALS AND ESTIMATED LABOR
 INCLUDING ANY RENTALS.
 5. DESIGNER TO PRINT NAME AND SIGN PLANS.
  
 FBC 107.3.5.3 - PROVIDE WIND DESIGN LOADS/DESIGN
 PRESSURES PURSUANT TO FBC-R301.2.
 R301.2.1 WIND DESIGN CRITERIA.
 BUILDINGS AND PORTIONS THEREOF SHALL BE CONSTRUCTED IN
 ACCORDANCE WITH THE WIND PROVISIONS OF THIS CODE USING
 THE BASIC WIND SPEED IN TABLE R301.2(1) AS DETERMINED
 FROM FIGURE R301.2(4). THE STRUCTURAL PROVISIONS OF
 THIS CODE FOR WIND LOADS ARE NOT PERMITTED WHERE WIND
 DESIGN IS REQUIRED AS SPECIFIED IN SECTION R301.2.1.1.
  
 2002.4 LOADS.
 STRUCTURAL MEMBERS SUPPORTING SCREENED ENCLOSURES SHALL
 BE DESIGNED FOR WIND IN BOTH OF TWO ORTHOGONAL
 DIRECTIONS USING THE PRESSURES GIVEN IN TABLE 2002.4.
 EACH PRIMARY MEMBER SHALL ALSO BE DESIGNED FOR A 300
 POUND (1.33 KN) LOAD APPLIED VERTICALLY DOWNWARD ALONG
 ANY 1 FOOT (305 MM) OF ANY MEMBER, NOT OCCURRING
 SIMULTANEOUSLY WITH WIND LOAD.
  
 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).
  
 VALUATION ? BASED ON THE MARSHALL-SWIFT VALUATION
 SERVICE YOUR STATED VALUE APPEARS LOW.
 THE STATED VALUATION IS TOO LOW FOR THE PROPOSED SCOPE
 OF WORK.
 THE PERMIT VALUATION AND PERMIT FEE MUST BE
 COMMENSURATE WITH THE VALUATION AND FEE THAT A LICENSED
 CONTRACTOR WOULD PROVIDE. PLEASE INCREASE THE VALUATION
 ACCORDINGLY.
 YOU MAY PROVIDE A COPY OF THE CONTRACT SIGNED BY THE
 OWNER TO VERIFY VALUE.
  
 109.3 BUILDING PERMIT VALUATIONS. IF, IN THE OPINION OF
 THE BUILDING OFFICIAL, THE CLAIMED VALUATION OF
 BUILDING, ALTERATION, STRUCTURE, ELECTRICAL, GAS,
 MECHANICAL OR PLUMBING SYSTEMS APPEARS TO BE
 UNDERESTIMATED ON THE APPLICATION, THE PERMIT SHALL BE
 DENIED, UNLESS THE APPLICANT CAN SHOW DETAILED,
 QUANTITY ESTIMATES, AND/OR BONA FIDE SIGNED CONTRACTS
 (EXCLUDING LAND VALUE) TO MEET THE APPROVAL OF THE
 BUILDING OFFICIAL. 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.
  
 FBC-107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS. ALL
 INFORMATION, DRAWINGS, SPECIFICATIONS AND ACCOMPANYING
 DATA SHALL BEAR THE NAME AND SIGNATURE OF THE PERSON
 RESPONSIBLE FOR THE DESIGN.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO SUBMITTAL AND LEAVE THE PREVIOUSLY
 REVIEWED SHEETS DETACHED AND MARK VOID.
  
  
  
  
  
  


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