Plan Review Details - Permit 16090450
Plan Review Stops For Permit 16090450
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2016-12-07 Cont ID  
Sent By cthroop Date 2016-12-07 Time 15:07 Rev Time 0.00
Received By cthroop Date 2016-12-07 Time 15:07 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-10-31 Cont ID  
Sent By cthroop Date 2016-10-31 Time 10:26 Rev Time 0.00
Received By cthroop Date 2016-10-28 Time 12:51 Sent To  
Notes
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.
  
  
  
  
  
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-09-27 Cont ID  
Sent By cthroop Date 2016-09-27 Time 13:23 Rev Time 0.00
Received By cthroop Date 2016-09-27 Time 13:23 Sent To  
Notes
2016-09-27 13:43:00BUILDING 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
  
 1. VALUE APPEARS LOW.
 2. PROVIDE DESIGN WIND LOADS.
 3. PROVIDE FASTENER SCHEDULE.
  
 CITY OF WPB CHPT. 1
  
 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 107.3.5.3 - 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).
  
 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).
  

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-12-07 Cont ID  
Sent By cthroop Date 2016-12-07 Time 15:07 Rev Time 0.00
Received By cthroop Date 2016-12-06 Time 13:41 Sent To  
Notes
2016-12-06 13:41:56RESUB ROUTED TO CTHROOP

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-10-28 Cont ID  
Sent By cthroop Date 2016-10-28 Time 12:50 Rev Time 0.00
Received By cthroop Date 2016-10-27 Time 15:07 Sent To  
Notes
2016-10-27 15:07:32CTHROOP'S DESK

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-09-27 Cont ID  
Sent By cthroop Date 2016-09-27 Time 13:23 Rev Time 0.00
Received By cthroop Date 2016-09-14 Time 12:44 Sent To  
Notes
2016-09-14 12:44:38ROUTED TO ZONING

Review Stop Z ZONING
Rev No 1 Status P Date 2016-09-20 Cont ID  
Sent By njwira Date 2016-09-20 Time 17:00 Rev Time 0.00
Received By njwira Date 2016-09-15 Time 09:26 Sent To B
Notes
2016-09-20 17:00:559/20/16- PASSED
  
 SCREEN ENCLOSURES ARE NOT IN ANY REQUIRED SETBACKS.
  
 PLEASE CONTACT
 NATHAN WIRA
 [email protected]
 (561)822-1442
  


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