Plan Review Notes
Plan Review Notes For Permit 05010365
Permit Number 05010365
Review Stop B
Sequence Number 1
Notes
Date Text
2005-01-25 00:00:00BUILDING PLAN REVIEW
 PERMIT: 05010365
 ADD: 5133 TYLER LAKES BLVD
 CONT:
 TEL: (561)###-####
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL
 LETTER
 LISTING THE ORIGINAL REVIEW COMMENT
 NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR
 SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE
 FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 1) THE ARCHITECTURAL FIRM "ARCADIS"
 DOES
 NOT HAVE A CERTIFICATE OF AUTHORIZATION
 IN THE STATE OF FLORIDA, CORRECT TITLE
 BLOCK TO READ THE ARCHITECTS NAME AND
 LICENSE NUMBER. 481.219 F.S.
 CERTIFICATE OF AUTHORIZATION.THE
 TITLE
 BLOCK FOR ANY SHEET BEARING THE NAME OF
 AN ARCHITECT PRACTICING UNDER A
 FICTITIOUS NAME, A CORPORATION, OR A
 PARTNERSHIP, OFFERING ARCHITECTURAL
 SERVICES, SHALL INCLUDE THE CERTIFICATE
 OF AUTHORIZATION NUMBER.
  
 ) THE ENGINEERING FIRM "MILLER LEGG &
 ASSOC2IATES"REQUIRES A CERTIFICATE OF
 AUTHORIZATION, 471.023 F.S.
 CERTIFICATE
 OF AUTHORIZATION.THE TITLE BLOCK FOR
 ANY SHEET BEARING THE NAME OF AN
 ENGINEER PRACTICING UNDER A FICTITIOUS
 NAME, A CORPORATION, OR A PARTNERSHIP,
 OFFERING ENGINEERING SERVICES, SHALL
 INCLUDE THE CERTIFICATE OF
 AUTHORIZATION
 NUMBER.
  
 3)ENGINEER JAMES R. FOX FULL LEGAL
 SIGNATURE REQUIRED, PLANS,
 SPECIFICATIONS,REPORTS OR OTHER
 DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE "FULL" SIGNATURE
 AND SEAL OF THE DESIGN PROFESSIONAL
 AFFIXED TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 4) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL
 IS NOT DEFINITLY KNOWN OR IS IN
 QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE
 EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 5)SHEET T0.1 REVISE BUILDING CODE DATA,
 ADA,TO FLORIDA ACCESSIBILITY CODE FOR
 BUILDING CONSTRUCTION, CHAPTER 11 OF
 THE
 2001 FLORIDA BUILDING CODE, 2003
 REVISIONS. FLORIDA AMERICANS WITH
 DISABILITY ACCESSIBILITY IMPLEMENTATION
 ACT,SECTION 553.501-553.513
 INCORPORATES INTO THE LAWS OF FLORIDA
 THE ACCESSIBILITY REQUIREMENTSOF THE
 ADA, WHILE AT THE SAME TIME TO MAINTAIN
 THOSE PROVISIONS OF FLORIDA LAW THAT
 ARE
 MORE STREINGENT THAN THE ADA
 ACCESSIBILITY GUIDELINES.
  
 6) SHEET T).1 BUILDING CODE DATA,
 CHAPTER 4 411.5.4 REPAIR GARAGE
 "REPAIRS
 ARE NOT TO TAKE PLACE IN THIS
 FACILITY."
 I DISCUSSED THIS ISSUE WITH THE
 BUILDING
 OFFIIAL, HE BELIEVE SINCE NO REPAIRS
 ARE
 TO TAKE PLACE, THE INSPECTION OF CARS
 FROM ACCIDENT DAMAGE. CARS WILL BE
 MOVED
 IN & OUT OF THIS FACILITY JUST AS A
 PARKING GARAGE, AND POSSIBILY MORE
 FREQUENTLY, THEREFORE HE BELIEVE THAT
 SECTION 411.4.2REQUIRING (6) AIR
 CHANGES PER HR FITS THE DESCRIPTION OF
 THE PROJECT BETTER THUS ENVOKING THIS
 CODE SECTION.
  
 7) F1.1 WORK STATIONS (108) ARE PART OF
 A EGRESS CORRIDOR AS POSITIONED THERE
 IS
 ONLY 2'-0" CLEAR, THE MINIMUM CORRIDOR
 OR AISLE WIDTH IS 36" WITH A OCCUPANT
 LOAD OF LESS THAN 50, 50 OR MORE
 REQUIRES44", SEE TABLE 1004.
  
 8)SHEET A3.1 INDICATES THE USE OF TILT
 WALL PANELS, REQUIRING A SPECIAL
 INSPECTOR, FBC* 105.3RESIDENT
 INSPECTOR. SUBMIT INSPECTOR RESUME' AND
 LICENSE DOCUMENTS TO HAROLD PISKURA,
 ((561)805-6711) DIRECTOR OF THE
 RESIDENT
 INSPECTOR PROGRAM.A RESIDENT
 INSPECTOR
 PROGRAM IS REQUIRED, ON THIS PROJECT,
 DUE TO ONE OR MORE OF THE FOLLOWING:
 - BUILDINGS/ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 - ANY MAJOR STRUCTURAL ALTERATIONS
 - STRUCTURES IN WHICH THE CONCRETE
 DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F'C) IN EXCESS OF 3000 PSI
 - PILE DRIVING
 - BUILDINGS OVER 20,000 SQFT IN AREA
 - BUILDINGS OVER 2 STORIES IN HEIGHT
 - BUILDING/STRUCTURES OF UNUSUAL
 DESIGN
 OR METHODS OF CONSTRUCTION
  
 9) SHEET A3.1 & A5.2 INDICATE THE USE
 OF
 A PREMANUFACTURED CANOPY BUT NO PLANS
 ARE SUBMITTED, IS THIS A STATE APPROVED
 SYSTEM ( DEPARTMENT OF COMMUMITY
 AFFAIRS)? SUBMIT ADDITIONAL
 INFORMATION.
 NO CANOPY PLANS SUBMITTED AT THIS TIME,
 NO REVIEW CAN BE COMPLETED.
  
 10) SHEET A6.1 DETAIL# 7 IS MISSING THE
  
 U.L. LISTING FOR THE HEAD OF WALL
 FIRESTOPPING SYSTEM.
  
 11) SHEET S2.1 CAST IN PLACE CONCRETE
 NOTES CORECT ACI 318-02, ACI350-02.
  
 12) SHEET A2.1 & A5.1 INDICATE ROOF
 DRAINAGE WITH THU-WALL SCUPPERS BUT NO
 EMERGENCY OVERFLOW SCUPPERS:
 1503.4.2 OVERFLOW DRAINS SHALL BE THE
 SAME SIZE AS ROOF DRAINS, INSTALLED
 WITH
 THE INLET FLOW LINE LOCATED 2" ABOVE
 THE
 LOWEST POINT OF THE ROOF LINE. OVERFLOW
 SCUPPERS SHALL BE A MINIMUM OF 4"IN
 HEIGTH AND SHALL BE PLACED IN WALLS OR
 PARARETS WITH THE INLET FLOW LINE
 NOT LESS THAN 2" ABOVE THE ROOF
 SURFACE.
  
 13) SHEET A5.1 SEE DETAIL# 2,1503.4.4
 PROTECTION AGAINST DECAY & TERMITES.
 CONDENSATE LINES & ROOF DOWN SPOUTS
 SHALL DISCHARGE AT LEAST 1 FT. AWAY
 FROM
 THE STRUCTURE SIDEWALL, WHETHER BY
 UNDERGROUND PIPING, TAIL EX- TENSIONS,
 OR SPLASH BLOCKS.
  
 14)1511.7 ROOF MOUNTED MECHANICAL UNITS
 SHALL BE MOUNTED ON CURBS RAISED A
 MINIMUM OF 8 INCHES ABOVE THE ROOF SUR-
 FACE, OR WHERE ROOFING MATERIALS EXTEND
 BENEATH THE UNIT, ON RAISED EQUIPMENT
 SUPPORTS PROVIDING A MINIMUM CLEARENCE
 HEIGHT IN ACCORDANCE WITH TABLE 1511.7.
 MECH. 301.13 WIND RESISTANCE MECHANICAL
 EQUIPMENT, APPLIANCES AND SUP PORTS
 THAT
 ARE EXPOSED TO WIND SHALL BE DESIGNED
 AND INSTALLED TO RESIST THE WIND
 PRESSURES ON THE EQUIPMENT & THE
 SUPPORTS AS DETERMINED IN ACCORDANCE
 WITH THE FL BLD CODE. THIS MAY BE
 ACCOMP
 LISHED BY DESIGN OR BY APPLICATION OF
 SECTION 301.13.1.
  
 15)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. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
 ****PLEASE SUBMIT THE COVERSHEET FOR
 ALL
 PRODUCT APPROVALS REQUIRED BY THE
 STATE*****
  
 16)FL BLD CODE 1606.1.5: COMPONENTS
 &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS
 B) GLASS BLOCK
 C)MULLIONS
 D) LOUVERS
 E) EXTERIOR DOORS SOLID & GLAZED
 F) OVERHEAD DOORS
 G) STORM SHUTTERS
 H) ROOFING ASSEMBLIES
  
 17)1707.4.5.1 MULLIONS OCCURRING BETWEEN
 INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
 18)1707.4.5.2 MULLIONS SHALL BE DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 19)1606.4.4 ANCHOR METHODS. PROVIDE
 INFORMATION FOR INSTALLATION OF DOOR
 AND WINDOW BUCKS.
  
 20)PROVIDE PLANS FOR TILT WALLS AND FOR
  
 BAR JOIST.
  
 21)BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026


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