Plan Review Notes
Plan Review Notes For Permit 18010787
Permit Number 18010787
Review Stop B
Sequence Number 1
Notes
Date Text
2018-02-08 08:23:57BUILDING 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
  
 1. PROVIDE SITE PLAN. SHOW LOCATION OF PROPOSED
 STRUCTURE AND OTHER STRUCTURES IN NEAR PROXIMITY. STATE
 FINISHED FLOOR ELEVATION.
 2. PROVIDE FOUNDATION PLANS WITH DEMENSIONS.
 3. PROVIDE DESIGN WIND LOADS FOR CRYPT OPENINGS.
 4. PROVIDE DETAIL OF CRYPT OPENING PANEL ATTACHMENT.
 5. PROVIDE FASTENER SCHEDULE FOR MARBLE PANELS TO
 CONCRETE STRUCTURE.
 6. ROOFING PERMIT REQUIRED.
 7. PROVIDE PRODUCT APPROVALS FOR NEW ROOFING SYSTEM
 COMPONENTS.
 8. DESIGN PROFESSIONAL TO SIGN AND SEAL ALL PLAN PAGES.
 9. DESIGN PROFESSIONALS SIGNATURE AND SEAL SHALL BE
 ORIGINAL.
  
 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:
  
 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).
  
 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 SUBMITTALS.
  
 PLANS THAT HAVE BEEN PREPARED BY AN ENGINEER AND
 SUBMITTED FOR PUBLIC RECORD SHALL BEAR THE SIGNATURE,
 DATE AND SEAL OF THE ENGINEER PER FL ADMIN. CODE RULE
 61G15-23.001.
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 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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