Plan Review Details - Permit 17010507
Plan Review Stops For Permit 17010507
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2017-02-14 Cont ID  
Sent By cthroop Date 2017-02-14 Time 15:26 Rev Time 0.00
Received By cthroop Date 2017-02-14 Time 15:25 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-02-03 Cont ID  
Sent By cthroop Date 2017-02-03 Time 14:03 Rev Time 0.00
Received By cthroop Date 2017-02-03 Time 14:03 Sent To  
Notes
2017-02-03 14:12:27BUILDING 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
  
 1ST REVIEW
 RESULTS: DENIED
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 1. PROVIDE FLOOR PLAN WITH DEMENSIONS IDENTIFYING
 LOCATION OF PROPOSED DOORS.
 2. PROVIDE PRODUCT APPROVALS FOR PROPOSED DOORS,
 REVIEWED AND APPROVED BY DESIGNER.
 3. PROVIDE DOOR SHEDULE WITH DESIGN WIND LOADS.
 4. THE INDIVIDUAL TAKING RESPONSIBILITY SHALL PROVIDE
 THEIR PRINTED NAME AND SIGNATURE ON THE SUBMITTED PLANS
 AND SUPPORTING DOCUMENTS PER FBC 107.
  
 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.
  
 FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE
 PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED
 AND APPROVED IN WRITING BY THE DESIGNER OF RECORD.
 SPECIFICALLY, PROVIDE SGD SUBMITTALS.
  
 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).
  
 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).
  
 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 I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-02-03 Cont ID  
Sent By cthroop Date 2017-02-03 Time 14:03 Rev Time 0.00
Received By cthroop Date 2017-01-17 Time 12:48 Sent To  
Notes
2017-01-18 12:48:26BLDG MISC 1


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