Plan Review Notes
Plan Review Notes For Permit 05080090
Permit Number 05080090
Review Stop B
Sequence Number 2
Notes
Date Text
2006-01-24 00:00:00DENIED
 (2ND REVIEW)
  
 1)A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) THE STRUCTURE IS LOCATED IN AN "AO"
 FLOOD ZONE. AN ELEVATION CERTIFICATE
 WILL BE REQUIRED.
  
 3) ADDITIONAL PERMIT FEES ARE DUE. THE
 CALCULATED VALUE OF THE STRUCTURE IS
 $674,294.00. A WESTWARD EXPANSION FEE OF
 $550.00 PER UNIT IS ALSO REQUIRED.
  
 4) THE SITE PLANS ARE REQUIRED WHICH
 SPECIFY THE DISTANCE TO ASSUMED PROPERTY
 LINES BETWEEN ADJACENT BUILDINGS LOCATED
 ON THE SAME LOT. THIS IS REQUIRED IN
 ORDER TO DETERMINE THE PERCENTAGE OF
 WALL AREA THAT IS ALLOWED AS OPENINGS BY
 FBC TABLE 600.
  
 5) SHEETS A1 AND A9 REFERENCE THE 2004
 FBC AND THE STRUCTURAL PLANS ARE ON THE
 2001 FBC. THE PLANS WERE REVIEWED TO THE
 2001 FLORIDA BUILDING CODE. PLEASE
 CORRECT THE CODE REFERENCE AND SECTIONS.
  
 6) THE CONSTRUCTION TYPE SPECIFIED ON
 SHEET 4-A1 IS FROM THE 2004 FBC. SPECIFY
 THE CONSTRUCTION TYPE FROM THE 2001 FBC.
  
 7)CONDOMINIUM V APARTMENTS.IF THE
 DWELLING UNITS ARE TO BE SOLD AS
 CONDOMINIUMS, A 'DECLARATION OF
 CONDOMINIUM' SHALL BE SUBMITTED TO THE
 STATE FOR APPROVAL, AND THEN RECORDED
 WITH THE CLERK OF THE COUNTY COURT.A
 RECORDED COPY SHALL BE SUBMITTED TO THE
 CITY FOR RECORDS, ADDRESSING PURPOSES,
 AND TO PALM BEACH COUNTY PROPERTY
 APPRAISER'S OFFICE PRIOR TO C.O.
  
 8) FBC* 1804.2.2AREA OF QUESTIONABLE
 SOIL.SUBMIT A GEOTECHNICAL REPORT
 TO VERIFY THE SAFE BEARING CAPACITY OF
 THE SOIL.
  
 9)UNDER STRUCTURAL DESIGN CRITERIA ON
 S5, THE CORRECT EDITIONS OF THE
 REFERENCE STANDARDS ARE ACI 318-02 AND
 ACI 530.1-02. PLEASE CORRECT.
  
 10) SPECIFY THE METHOD OF TERMITE
 PROTECTION THAT WILL BE USED AS REQUIRED
 BY FBC 1816.
  
 11)PRODUCT APPROVALS SUBMITTED
 WITH PERMIT APPLICATION AFTER OCTOBER 1,
 2003 ARE REQUIRED TO COMPLY WITH THE
 FLORIDA PRODUCT APPROVAL SYSTEM. FOR
 INFORMATION PLEASE SEE THE STATE WEBSITE
 AT WWW.FLORIDABUILDING.ORG. PRODUCTS
 WITH STATEWIDE APPROVAL ARE REQUIRED TO
 BE SUBMITTED WITH A COVER SHEET THAT
 LISTS THE PRODUCT IDENTITY NUMBER FROM
 THE STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. PLEASE
 SUBMIT THE FLORIDA PRODUCT APPROVAL
 COVERSHEET WITH THE APPROPRIATE FL # AND
 THE CORRESPONDING PRODUCT EVALUATION AND
 INSTALLATION INSTRUCTIONS AS LISTED WITH
 THE STATE ON THE PRODUCT APPROVAL
 WEBSITE.
  
 12) SPECIFY HOW IMPACT PROTECTION WILL
 BE PROVIDED FOR THE GLAZED OPENINGS AS
 REQUIRED BY FBC 1606.1.4. ITEM #13 OF
 THE CITY OF WPB IMPLEMENTATION STANDARD
 FOR HURRICANE MISSLE IMPACT PROTECTION
 REQUIRES PRE-STORM PREPARATION PLANS TO
 BE SUBMITTED FOR REVIEW IF USING STORM
 SHUTTERS. A KEY PLAN, INSTALLATION
 SCHEDULE AND PRODUCT APPROVALS ARE ALSO
 REQUIRED. NOTE: STORM PANELS ARE NOT
 ALLOWED ABOVE THE FIRST FLOOR FOR THIS
 TYPE OF STRUCTURE AND OCCUPANCY.
  
 13) SUBMIT THE EVALUATION REPORT AND
 INSTALLATION INSTRUCTIONS FROM NATIONAL
 ACCREDITATION ANS MANAGEMENT INSTITUTE
 FOR THE THERMA-TRU DOORS WITH FL # 1170.
 THE INFORMATION THAT WAS SUBMITTED TO
 THE STATE FOR STATE PRODUCT APPROVAL IS
 REQUIRED TO BE SUBMITTED WITH THE STATE
 COVER SHEET.
  
 14) SUBMIT PRODUCT APPROVAL FOR THE
 SMALL (8' X 7') OVERHEAD GARAGE DOOR
 WHICH IS LESS THAN THE MINIMUM SIZE
 ALLOWED BY THE PRODUCT APPROVAL FOR THE
 LARGE DOOR THAT WAS SUBMITTED.
  
 15) SUBMIT PRODUCT APPROVALS FOR THE
 TRUSS CONNECTORS.
  
 16) THE ENGINEER IS REQUIRED TO SIGN HIS
 NAME TO THE PLANS HE SEALS PER FAC
 61G15-23.002. PLEASE SUBMIT A NOTARIZED
 LETTER SIGNED, SEALED AND DATED BY THE
 ENGINEER ATTESTING HIS LEGAL SIGNATURE.
  
 17) SUBMIT SIGNED AND SEALED TRUSS
 DRAWINGS AND LAYOUTS THAT HAVE BEEN
 REVIEWED AND APPROVED BY THE DESIGNER OF
 RECORD FOR THE STRUCTURE.
  
 18) SUBMIT SHOP DRAWINGS FOR THE
 EXTERIOR GUARDRAILS. SPECIFY THE
 ATTACHMENTS TO THE STRUCTURE.
  
 19) PROVIDE SHOP DRAWINGS WITH
 STRUCTURAL DETAILS FOR THE INTERIOR
 GUARDRAIL AT THE SECOND FLOOR STAIRWELL
 OPENING.
  
 20) THE STRUCTURAL PLANS DO NOT SHOW THE
 ELEVATOR RECESSES OR THE ELEVATOR
 OPENINGS AT THE SECOND FLOOR. SUBMIT
 STRUCTURAL DETAILS FOR THESE AREAS.
  
 21) PROVIDE STRUCTURAL DETAILS FOR THE
 INFILL FLOOR FRAMING AT THE ELEVATOR
 RECESSES AND OPENINGS WHEN THE CLOSET
 OPTION IS USED IN LEIU OF THE ELEVATOR.
 SEE DETAILS 6 AND 7 ON A11.
  
 22) ON SHEET A7GL THE DOOR TO THE
 ELEVATOR HAS I.D. MARK #11 WHICH
 ACCORDING TO THE DOOR SCHEDULE ON A9 IS
 A 16' X 7' GARAGE DOOR. PLEASE CORRECT.
  
 23) THE 16' X 7' GARAGE DOOR ON SHEETS
 A8GR AND A8GL HAVE THE WRONG ID MARKS.
 PLEASE CORRECT.
  
 24) THE SCALE FOR SHEET A4 LISTED IN THE
 DRAWING INDEX ON A1 IS INCORRECT. PLEASE
 CORRECT.
  
 25) THE WALL SECTION ON A13 SITES FBC
 SECTIONS 2507.3 THRU 2507.5. THESE
 SECTIONS DO NOT APPLY TO METAL LATH AND
 THEY ARE REQUIREMENTS FOR THE HIGH
 VELOCITY HURRICANE ZONE ONLY (DADE AND
 BROWARD COUNTIES). PLEASE CORRECT.
  
 26) THE 5' WIDE BI-PASS DOOR (#7 IN
 SCHEDULE) SPECIFIED FOR HER WALK-IN
 CLOSET DOES NOT COMPLY WITH FAIR HOUSING
 REQUIREMENTS. CLOSET DOORS THAT REQUIRE
 USERS TO PASS THROUGH THE DOORWAY TO
 REACH THE CONTENTS ARE REQUIRED TO
 PROVIDE AT LEAST A 31-5/8" CLEAR
 OPENING.
  
 27) NOTE 3 ON SHEET S5 UNDER PLYWOOD
 ROOF DIAPHRAGM CONFLICTS WITH THE ROOF
 NAILING SPECIFIED ON S4. CITY AMENDMENTS
 TO FBC TABLE 2306.1 REQUIRE 8D RING
 SHANK NAILS AT 4"OC AT EDGES AND 6"OC
 INTERMEDIATE IN ZONE 3 FOR MEAN ROOF
 HEIGHTS OF 25'-35'.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714


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