Plan Review Details - Permit 16110974
Plan Review Stops For Permit 16110974
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-12-06 Cont ID  
Sent By cthroop Date 2016-12-06 Time 11:20 Rev Time 0.00
Received By cthroop Date 2016-12-06 Time 11:20 Sent To  
Notes
2016-12-06 11:33:20BUILDING 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]
  
 1ST REVIEW
 RESULTS: DENIED
  
 YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED
 BELOW.
  
 1. PROVIDE FRAMING PLAN SHOWING DEMENSIONS, MATERIALS,
 FASTENERS ETC.
 2. THE INDIVIDUAL TAKING RESPONSIBILITY SHALL PROVIDE
 THEIR PRINTED NAME AND SIGNATURE ON THE PLAN PER FBC
 107.
 3. STATE GOVERNING CODES ON PLANS.
 4. VALUE APPEARS LOW.
 5. PROVIDE DESIGN WIND LOADS FOR EXTERIOR BUILDING
 COMPONENTS.
  
 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).
  
 THE STATED VALUE APPEARS 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 OR A LIST OF LABOR, MATERIALS AND EQUIPMENT
 RENTAL TO VERIFY VALUE.
  
 CITY OF WPB CHPT. 1
 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 107.3.5.3 - PROVIDE WIND DESIGN LOADS/DESIGN
 PRESSURES PURSUANT TO FBC-R301.2.
  
 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).
  
 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.
  
  
  
  

Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2016-12-02 Cont ID  
Sent By destabro Date 2016-12-02 Time 13:09 Rev Time 0.00
Received By destabro Date 2016-12-02 Time 13:09 Sent To B
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-12-06 Cont ID  
Sent By cthroop Date 2016-12-06 Time 11:20 Rev Time 0.00
Received By cthroop Date 2016-11-22 Time 09:17 Sent To  
Notes
2016-11-23 09:17:58ROUTED TO HISTORIC VIA ZONING INBOX

Review Stop Z ZONING
Rev No 1 Status P Date 2016-11-30 Cont ID  
Sent By njwira Date 2016-11-30 Time 17:09 Rev Time 0.00
Received By njwira Date 2016-11-23 Time 14:05 Sent To HIST
Notes
2016-11-30 17:10:2311/30/16- PASSED
  
 6FT. SIDE SETBACK MEETS 5FT. REQUIREMENT
 25FT. FRONT MEETS 25FT REQUIREMENT.
  
 PLEASE CONTACT
 NATHAN WIRA
 [email protected]
 (561)822-1442
  


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