Plan Review Notes
Plan Review Notes For Permit 17060411
Permit Number 17060411
Review Stop B
Sequence Number 1
Notes
Date Text
2017-07-14 17:24:14BUILDING 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
  
 1. SEPERATE PERMIT REQUIRED FOR DETACHED GARAGE.
 SEPERATE PLANS - NOT REQUIRED.
 2. PROPERTY IS LOCATED IN FLOOD ZONE A5. PROVIDE
 PRE-CONSTRUCTION ELEVATION CERTIFICATE (SURVEY
 REQUIRED). A SECOND ELEVATION CERTIFICATE WILL BE
 REQUIRED AFTER FINISHED FLOOR IS ESTABLISHED WITH A
 FINAL ELEVATION CERTIFICATE REQUIRED AFTER BUILDING IS
 COMPLETE.
 3. PRODUCT APPROVALS SHALL BE REVIEWED AND APPROVED IN
 WRITING BY DESIGN PROFESSIONAL.
 4. PROVIDE DESIGN WIND LOADS FOR WINDOW AND DOOR
 OPENINGS.
 5. PROVIDE ICC-ES REPORT FOR ICYNENE INSULATION.
 DSIGNER TO IDENTIFY SYSTEM TO BE USED, REVIEW AND
 APPROVE IN WRITING. PROVIDE MANUFACTURER'S INSTALLATION
 INSTRUCTIONS NO LATER THAN TIME OF INSPECTION.
 6. PROJECT IS A 2-STORY SFR. BUILDING CODE ANALYSIS ON
 PLAN PAGE A-1 STATES 3-STORY SFR. PLEASE CLARIFY.
 7. SPECIFY ROOF ATTACHMENT, SEE PAGE 5 OF 7 OF NOA
 15-0721.04.
 8. IRRIGATION PLAN, PAGE I-1 TO BE REVIEWED AND
 APPROVED BY DESIGNER OR CONTRACTOR.
  
 R322.1.4 ESTABLISHING THE DESIGN FLOOD ELEVATION.
 THE DESIGN FLOOD ELEVATION SHALL BE USED TO DEFINE
 FLOOD HAZARD AREAS. AT A MINIMUM, THE DESIGN FLOOD
 ELEVATION IS THE HIGHER OF:
  
 1. THE BASE FLOOD ELEVATION AT THE DEPTH OF PEAK
 ELEVATION OF FLOODING (INCLUDING WAVE HEIGHT) WHICH HAS
 A 1 PERCENT (100-YEAR FLOOD) OR GREATER CHANCE OF BEING
 EQUALED OR EXCEEDED IN ANY GIVEN YEAR; OR
  
 2. THE ELEVATION OF THE DESIGN FLOOD ASSOCIATED WITH
 THE AREA DESIGNATED ON A FLOOD HAZARD MAP ADOPTED BY
 THE COMMUNITY, OR OTHERWISE LEGALLY DESIGNATED
  
 R322.1.10 AS-BUILT ELEVATION DOCUMENTATION.
 A REGISTERED DESIGN PROFESSIONAL SHALL PREPARE AND SEAL
 DOCUMENTATION OF THE ELEVATIONS SPECIFIED IN SECTION
 R322.2 OR R322.3.
  
 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.
  
 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.
  
 PROVIDE ICC-ES REPORT ESR-1826 (REPORT HOLDER -
 ICYNENE, INC.) REVIEWED AND APPROVED BY DESIGNER.
  
 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.
  
  
  
 US C-404 TYPE / DEFINED FIELDS - INTERNAL USE ONLY:
  
 US C-404 TYPE - 101 - NEW SFR, DETACHED
 CONSTRUCTION TYPE - 14-V-B-5TH ED TYPE V-B
 UNITS - 1
 FLOORS - 2
 BEDROOMS - 4
 ROOMS/TOTAL - 22
 BATHROOMS - 6
 SQ. FT. STRUCTURE - 9806 (INCLUDES DETACHED GARAGE)
 SQ. FT. LIVABLE - 6145
 SQ. FT. ROOF - 6145
  
 ZONING N/A (USE AS PLACEHOLDER FOR VERTICAL DATUM)
 SETBACKS FRONT (ENTER VERTICAL DATA) NGVD29 - 7.0 FT.
 SETBACKS BACK (ENTER PROPOSED 1ST FLOOR ELEVATION) 8.0
 FT.
 SETBACKS LEFT (ENTER PROPOSED 2ND FLOOR ELEVATION) -
 12.5 FT.
  
 OCC LOAD - R3 200 GROSS (TABLE 1004.1.2)
 PROPOSED USE - SFR
 SPRINKLER SYSTEM INSTALLED - NO
 SPRINKLER REQUIRED - NO
  
 BUILDING CODE - FL 2014
 OCC CLASS - 5TH ED RES. R3
  
  
  
  
  
  


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