Plan Review Notes
Plan Review Notes For Permit 18120689
Permit Number 18120689
Review Stop B
Sequence Number 1
Notes
Date Text
2019-01-15 07:15:44BUILDING PLAN REVIEW
 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
  
 CHRISTOPHER S. THROOP, C.B.O.
 BUILDING PLANS EXAMINER, PX3169
 1&2 FAMILY PLANS EXAMINER, SFP306
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 1ST REVIEW
 RESULTS: DENIED
 YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED
 BELOW.
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 1. SUBJECT PROPERTY IS LOCATED IN A SPECIALO FLOOD
 HAZARD AREA (SFHA), ZONE AE WITH A BFE OF 6 FEET
 NAVD88. STRUCTURAL DESIGN SHALL COMPLY WITH THE FBC
 R322.2.3 AND SHALL BE DESIGNED TO PREVENT OVERTURN,
 SCOUR AND LATERAL MOVEMENT.
 SECTION R322 FLOOD-RESISTANT CONSTRUCTION
 R322.1 GENERAL.
 BUILDINGS AND STRUCTURES CONSTRUCTED IN WHOLE OR IN
 PART IN FLOOD HAZARD AREAS (INCLUDING A OR V ZONES) AS
 ESTABLISHED IN TABLE R301.2(1) SHALL BE DESIGNED AND
 CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS CONTAINED
 IN THIS SECTION. BUILDINGS AND STRUCTURES LOCATED IN
 WHOLE OR IN PART IN IDENTIFIED FLOODWAYS SHALL BE
 DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ASCE 24.
  
 2. PROVIDE SITE DRAINAGE PLAN. IDENTIFY LOCATION OF NEW
 FOUNDATIONS AND LOCATION OF SHALLOW FOUNDATIONS TO BE
 ANCHORED TO EXISTING FOUNDATIONS.L
 107.2.5 SITE PLAN. THE CONSTRUCTION DOCUMENTS SUBMITTED
 WITH THE APPLICATION FOR PERMIT SHALL BE ACCOMPANIED BY
 A SITE PLAN SHOWING TO SCALE THE SIZE AND LOCATION OF
 NEW CONSTRUCTION AND EXISTING STRUCTURES ON THE SITE,
 DISTANCES FROM LOT LINES, THE ESTABLISHED STREET GRADES
 AND THE PROPOSED FINISHED GRADES, DEPICTING THE
 PROPOSED LOT DRAINAGE AND, AS APPLICABLE, FLOOD HAZARD
 AREAS, FLOODWAYS, AND DESIGN FLOOD ELEVATIONS; AND IT
 SHALL BE DRAWN IN ACCORDANCE WITH AN ACCURATE AND
 INCLUDED ON A BOUNDARY LINE SURVEY.
  
 3. DESIGNER TO SIGN AND SEAL PLAN PAGE HS.1.
 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.
  
 4. PROVIDE DESIGN WIND LOADS FOR PROPOSED COLUMNS AND
 GATES.
 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).
  
 5. PLAN PAGES HS.6 AND HS.7 LABELS GATES AS INTERIOR.
 PLEASE CLARIFY.
 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.
  
 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.
  
  


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