Plan Review Details - Permit 18030038
Plan Review Stops For Permit 18030038
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2018-03-24 Cont ID  
Sent By cthroop Date 2018-03-24 Time 09:19 Rev Time 0.00
Received By cthroop Date 2018-03-24 Time 09:14 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2018-03-02 Cont ID  
Sent By cthroop Date 2018-03-02 Time 14:00 Rev Time 0.00
Received By cthroop Date 2018-03-02 Time 13:59 Sent To  
Notes
2018-03-02 14:12:35BUILDING PLAN REVIEW
 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2010 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
  
 CHRISTOPHER S. THROOP, C.B.O.
 PLANS EXAMINER, PX3169
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 1ST REVIEW
 RESULTS: DENIED
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED
 BELOW.
 DUE TO THE DEFICIENCIES OF THIS PLAN, A COMPLETE AND
 THOROUGH REVIEW CANNOT BE PERFORMED AT THIS TIME. UPON
 RE-SUBMITTAL, ADDITIONAL COMMENTS MAY BE MADE.
  
 1. PROVIDE A SITE PLAN AND FLOOR PLAN. IDENTIFY
 LOCATION OF WORK.
 2. CANNOT DETERMINE VALUE AT THIS TIME.
 3. IF THE PROPOSED MARBLE IS SUBJECT TO WIND LOADS,
 PLEASE PROVIDE DESIGN WIND LOADS CALC'S.
  
 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.
  
 FBC 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 THE EXAMINATION OF THE DOCUMENTS BY THE BUILDING
 OFFICIAL SHALL INCLUDE THE FOLLOWING MINIMUM CRITERIA
 AND DOCUMENTS: A FLOOR PLAN; SITE PLAN; FOUNDATION
 PLAN; FLOOR/ROOF FRAMING PLAN OR TRUSS LAYOUT; ALL
 FENESTRATION PENETRATIONS; FLASHING; AND ROUGH OPENING
 DIMENSIONS; AND ALL EXTERIOR ELEVATIONS:
  
 BASED ON THE INFORMATION PROVIDED, VALUE CANNOT BE
 DETERMINED AT THIS TIME.
 THE PERMIT VALUATION AND PERMIT FEE MUST BE
 COMMENSURATE WITH THE VALUATION AND FEE THAT A LICENSED
 CONTRACTOR WOULD PROVIDE.
 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 ? 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 107.3.5.1.1(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).
  
  
  
  
  
  

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-03-24 Cont ID  
Sent By cthroop Date 2018-03-24 Time 09:19 Rev Time 0.00
Received By cthroop Date 2018-03-19 Time 10:31 Sent To I
Notes
2018-03-21 10:32:05RESUB ROUTED TO CTHROOP

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2018-03-02 Cont ID  
Sent By cthroop Date 2018-03-02 Time 14:12 Rev Time 0.00
Received By cthroop Date 2018-03-01 Time 12:43 Sent To I
Notes
2018-03-02 12:43:15BLDG <5K


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