Plan Review Notes
Plan Review Notes For Permit 17050315
Permit Number 17050315
Review Stop B
Sequence Number 1
Notes
Date Text
2017-05-16 07:52:51BUILDING 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.
 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
  
 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 FLOOR PLAN IDENTIFYING LOCATION OF PROPOSED
 WINDOWS.
 2. PROVIDE WINDOW SCHEDULE.
 3. PROVIDE DESIGN WIND LOADS FOR EACH PROPOSED OPENING.
 4. PROVIDE PRODUCT APPROVALS FOR EACH TYPE OF PROPOSED
 WINDOW.
  
 1. 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.
  
 2. 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.
 WHERE DIFFERENT CONSTRUCTION METHODS AND STRUCTURAL
 MATERIALS ARE USED FOR VARIOUS PORTIONS OF A BUILDING,
 THE APPLICABLE REQUIREMENTS OF THIS SECTION FOR EACH
 PORTION SHALL APPLY. WHERE NOT OTHERWISE SPECIFIED, THE
 WIND LOADS LISTED IN TABLE R301.2(2) ADJUSTED FOR
 HEIGHT AND EXPOSURE USING TABLE R301.2(3) SHALL BE USED
 TO DETERMINE DESIGN LOAD PERFORMANCE REQUIREMENTS FOR
 WALL COVERINGS, CURTAIN WALLS, ROOF COVERINGS, EXTERIOR
 WINDOWS, SKYLIGHTS AND EXTERIOR DOORS (OTHER THAN
 GARAGE DOORS).
 WHERE LOADS FOR GARAGE DOORS ARE NOT OTHERWISE
 SPECIFIED, THE LOADS LISTED IN TABLE R301.2(4) ADJUSTED
 FOR HEIGHT AND EXPOSURE USING TABLE R301.2(3) SHALL BE
 USED TO DETERMINE DESIGN LOAD PERFORMANCE REQUIREMENTS.
 ASPHALT SHINGLES SHALL BE DESIGNED FOR WIND SPEEDS IN
 ACCORDANCE WITH SECTION R905.2.4. A CONTINUOUS LOAD
 PATH SHALL BE PROVIDED TO TRANSMIT THE APPLICABLE
 UPLIFT FORCES IN SECTION R802.2 FROM THE ROOF ASSEMBLY
 TO THE FOUNDATION.
  
 3. 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 ROOFING, WINDOW, AND DOOR
 SUBMITTALS.
  
 THE INDIVIDUAL TAKING RESPONSIBILITY SHALL PROVIDE
 THEIR PRINTED NAME AND SIGNATURE ON THE SUBMITTED PLANS
 AND SUPPORTING DOCUMENTS PER FBC 107.
  
 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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