Plan Review Notes
Plan Review Notes For Permit 21031238
Permit Number 21031238
Review Stop B
Sequence Number 2
Notes
Date Text
2022-05-03 11:35:10PLAN REVIEW BUILDING
  
 CHRISTOPHER S. THROOP, C.B.O., CFM
 PLANS EXAMINER II PX3169/SFP306
 BU1635 BN4338
 ASFPM CFM US-21-11935
 CITY OF WEST PALM BEACH
 (561) 805-6726
 [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
 NFPA 70 2017 EDITION NEC 2017
  
 2ND REVIEW
  
 RESULTS: DENIED
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 1.PROVIDE A COPY OF THE MOST RECENT BOUNDARY LINE
 SURVEY.
 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS
 SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH
 107.2.5.
 NOTE: THE COPY OF THE SURVEY USED FOR THE SITE PLAN IS
 INCOMPLETE. SUBMIT THE SURVEY SEPERATELY.
  
 2. PROVIDE A SITE DRAINAGE PLAN PER FBC R401.3
 IT SHALL BE DRAWN IN ACCORDANCE WITH AN ACCURATE AND
 INCLUDED BOUNDARY LINE SURVEY.
 FBC R401.3 SITE DRAINAGE
 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER
 CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT
 DOES NOT CREATE A HAZARD.
 LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM
 FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6
 INCHES WITHIN THE FIRST 10 FEET.
  
 3. NOA FOR SH WINDOWS IS MISSING PAGE 1. FL17184-R3 HAS
 EXPIRED.
 PROVIDE A COPY OF THE CURRENT FLORIDA PRODUCT APPROVAL
 OR MIAMI-DADE NOA, APPROVED UNDER THE 2020 FBC, FOR THE
 PROPOSED DEVICES TO BE INSTALLED.
 FL PRODUCT APPROVALS SHALL INCLUDE THE COVER SHEETS,
 EVALUATION REPORT AND INSTALLATIONS INSTRUCTIONS.
 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.
  
 4. PLACE THE DESIGN PRESSURE AND ROUGH OPENING OF EACH
 WINDOW AND DOOR ON PLAN NEXT TO OPENING.
 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS
 SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH
 107.2.5.
  
 REF. SLAB, BEAM & COLUMN PLAN FOR THE FOLLOWING:
 5. NOTE ON PLAN STATES THE FOUNDATION WILL BE A 24X16
 CONCRETE STEM WALL FOOTING.
 5A) PROVIDE A STRUCTURAL DETAIL OF
 FOUNDATION/SLAB/ELEVATED FLOOR.
 5B) PROVIDE A SECTION VIEW OF THE EXTERIOR WALL FROM
 FOUNDATION TO ROOF.
  
 6. PROVIDE A STRUCTURAL DETAIL OF NEW OPENINGS IN
 EXISTING CMU WALLS. (DOOR/WINDOWS)
 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS
 SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH
 107.2.5.
  
 7.PROVIDE THE DESIGN PRESSURES FOR NEW ROOFING PER
 FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES
 R301.2.1.1WIND DESIGN REQUIRED.
  
 8.PROVIDE A ROOF SHEATHING FASTENER SCHEDULE PER
 CALCULATED DESIGN PRESSURES.
 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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