Plan Review Notes
Plan Review Notes For Permit 21050543
Permit Number 21050543
Review Stop B
Sequence Number 1
Notes
Date Text
2021-05-26 13:54:35PLAN REVIEW BUILDING
  
 CHRISTOPHER S. THROOP, C.B.O.
 PLANS EXAMINER PX3169 1&2 FAMILY - SFP306
 INSPECTOR BN4338
 BUILDING OFFICIAL BU1635
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 CODES IN EFFECT:
 2020 FLORIDA BUILDING CODE, 7TH EDITION W/2017 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
 2017 NEC
  
 1ST REVIEW
  
 RESULTS: DENIED
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 NOTICE: A SEPERATE PERMIT IS REQUIRED FOR THE CABANA.
 SUBMIT A PERMIT APPLICATION TO [email protected]
 ALL PLANS WILL REMAIN UNDER PERMIT 21050543.
  
 NOTICE: A SEPERATE ROOFING PERMIT IS REQUIRED. PROVISO
 ON PAGE A303.
  
 NOTICE: WINDOW AND DOOR SUBMITTALS WILL BE DEFERRED.
 PROVISO ON PAGE A601.
  
 RE: PLAN PAGE A001 - CONSTRUCTION TYPE LISTED AS TYPE
 III-B. THIS SHOULD BE TYPE V-B.
  
 1. PROVIDE A BOUNDRY LINE SURVEY.
 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS
 SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH
 107.2.5.
  
 2. PROVIDE A SITE DRAINAGE PLANS.
 FBC R401.3 SITE DRAINAGE
 PROVIDE A SITE DRAINAGE PLAN SHOWING COMPLIANCE WITH
 FBC R401.3 DRAINAGE.
  
 3. PROVIDE A SOILS REPORT.
 FBC 1803.1 GENERAL. GEOTECHNICAL INVESTIGATIONS SHALL
 BE CONDUCTED IN ACCORDANCE WITH SECTION 1803.2 AND
 REPORTED IN ACCORDANCE WITH SECTION 1803.6. WHERE
 REQUIRED BY THE BUILDING OFFICIAL OR WHERE GEOTECHNICAL
 INVESTIGATIONS INVOLVE IN-SITU TESTING, LABORATORY
 TESTING OR ENGINEERING CALCULATIONS, SUCH
 INVESTIGATIONS SHALL BE CONDUCTED BY A REGISTERED
 DESIGN PROFESSIONAL.
  
 4. PROVIDE THE ICC-ES REPORT FOR THE SPRAY FOAM CEILING
 INSULATION.
 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS
 SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH
 107.2.5.
  
 5. PROVIDE THE DESIGN PRESSURES OF EACH WINDOW AND EXT.
 DOOR OPENING.
 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).
  
 6. PROVIDE A ROOF FRAMING PLAN PER R301.2 (7).
 COMPONENT AND CLADDING PRESSURE ZONES
 R301.2.1.1WIND DESIGN REQUIRED.
  
 7. PROVIDE A FASTENER SCHEDULE BASED ON EACH PRESSURE
 ZONE.
 TABLE R301.2.1.2
 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD
 STRUCTURAL PANELS.
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
  
 WHEN RESUBMITING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
  
  


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