Plan Review Notes
Plan Review Notes For Permit 10060231
Permit Number 10060231
Review Stop B
Sequence Number 1
Notes
Date Text
2010-06-29 11:17:51BUILDING PLAN REVIEW
 PERMIT: 10060231
 ADD: 522 SUNSET ROAD
 CONT: O/B WAITE, ALISSA
 TEL: (561)632-1779
  
  
 RES BLD CODE= 2007 FLORIDA RESIDENTIAL BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1) PLANS DO NOT INDICATE TO WHAT CODES THEY WERE
 DESIGNED TO OR TO WHICH EDITION.
 THIS REVIEW WILL BE UNDER THE:
 2007 FLORIDA EXISTING BUILDING CODE W/ 2009
 SUPPLEMENTS, CHAPTER 10 ADDITIONS &
 2007 FLORIDA RESIDENTIAL CODE W/ 2009 SUPPLEMENTS
 PLEASE UPDATE PLANS.
  
 2) PLANS ARE ALSO LACKING THE DESIGN CRITERIA:
 R301.2- R301.7
 THIS ALSO INCLUDES WIND DESIGNS FBC-B 1609.6.2 WIND
 DESIGN PROCEDURES
 1) THE BASIC WIND SPEED, V, SHALL BE DETERMINED IN
 ACCORDANCE WITH SECTION 1609.3. THE WIND SHALL BE
 ASSUMED TO COME FROM ANY HORIZONTAL DIRECTION.
  
 2) AN IMPORTANCE FACTOR, IW, SHALL BE DETERMINED IN
 ACCORDANCE WITH SECTION1609.5.
  
 3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4.
  
 4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.6.2.1(4)
  
 3) SHEET 2 IS THE FOUNDATION DESIGN WHICH INDICATES
 THREE REBARS BUT THE DEPTH LOCATION HAS NOT BEEN
 PROVIDED? IN A TWO BAR SYSTEM THE TWO BAARS ARE LOCATED
 IN THE BOTTOM 1/3 RD OF THE FOUNDATION, WITH A THREE
 BAR SYSTEM THE ADDITIONAL THIRD BAR IS LOCATED IN THE
 UPPER THIRD OF THE FOUNDATION PLEASE PROVIDE WHERE THE
 FOOTER DESIGN WAS DERIVED FROM?
  
 4) SHEET 3:
  
 4A) THIS WALL SECTION INDICATES A CONCRETE HEADER AND
 FILLED CELL WITH 2500 PSI CONCRETE. IT APPEARS THAT THE
 DESIGNER IS MIXING A GROUTED MASONRY SYSTEM WHICH WOULD
 USE A
 BEAM BLOCK VERSES A 8X16 CONCRETE POURED CONCRETE BEAM?
 PLEASE REVIEW R-609 FOR GROUT PLACEMENT, CLEAN OUTS, IF
 USING BOND BEAM AND REINFORCING R-609.2.
 PLEASE ALSO BE AWARE OF THE REQUIREMENT FOR GABLES TO
 HAVE EITHER END BRACING OR RAKED BEAMS SEE FIGURE
 R609.4 & R609.4.1. WILL A LINTEL BE INCORPORATED OVER
 THE NEW WINDOW, IF PLEASE PROVIDE PRODUCT APPROVAL.
  
 IF USING THE 8X16 POURED CONCRETE BEAM PLEASE PROVIDE
 STRENGHT OF CONCRETE, SIZE OF REBAR AS WELL AS NUMBER
 OF RE-BARS IN THE UPPER AND LOWER SECTION OF BEAM, AT
 WINDOW PLEASE PROVIDE EITHER THE HOOP OR STIRRUP SIZE
 OF REBAR, SIZE OF UNIT AND SPACING OF HOOPS OR STIRRUPS
 ACI 530.7.5.3.1.
  
 4B) SUBMITTED ARE VARIOUS PRODUCT APPROVALS FOR VARIOUS
 TYPE OF HANGERS AND OR STRAPS, BUT THE PLANS DO NOT
 PROVIDE THE LOCATION WHERE THEY WILL BE INSTALLED. THE
 PLANS INDICATE 2X6 FLOOR JOIST BUT NO SPACING IS
 PROVIDED NOR LEDGER OR HEADERS TO SECURE THE FLOOR
 SYSTEM TO THE CBS WALL SYSTEM.
  
 4C) PLEASE PROVIDE DETAILS FOR THE 2X12 RAFTERS HOW THE
 UPPER PORTION WILL BE SURED TO THE EXISTING WALL?
 PROVIDE HOW THE NEW ROOFING WILL ALSO BE FLASHED AT THE
 EXISTING WALL LINE?
  
 4D) THE PLANS INDICATE THERE TO BE A OPEN CEILING OR
 WILL THER BE A DROPED CEILING FRAMING OF WHAT MATERIAL,
 SIZE AND SPACING AND TYPE OF CEILING MATERIAL?
  
 5) PLANS DO NOT INDICATE THE USAGE OF THIS ROOM IF IT
 IS TO BE CONSIDERED A SLEEPING ROOM THE REQUIREMENTS OF
 R-310.1.
  
 6) PLANS DO NOT INDICATE IF WOOD BUCKS ARE TO BE
 INSTALLED IF SO PLEASE REVIEW R613.6.1.1.
  
 7) THE WINDOW APPROVAL SUBMITTED NOA 09-0316.09
 INDICATES FOR MULTIPLE UNITS A MULLION WILL BE
 REQUIRED, WHICH IS NOT PART OF THIS APPROVAL. SEE TOP
 NOTES ON SHEET 1 OF 5.R6.13.7.
  
 8) THE ROOFING NOA SUBMITTED PLEASE CIRCLE WHICH
 SUB-SYSTEM IS TO BE INSTALLED ON THIS ADDITION THERE
 ARE 2 SUB-SYSTEMS WITH VERY DIFFERENT PRESSURES.
 106.1.2 ADDITIONAL INFORMATION REQUIRED.
  
 9) 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.
  
  
 INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY PAGES AS NECESSARY.
 A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 STARTING AUGUST 21, 2009, THE CONSTRUCTION SERVICES
 DEPARTMENT WILL BE CLOSED ON FRIDAYS UNTIL FURTHER
 NOTICE.
  
 OPENING HOURS MONDAY - THURSDAY WILL REMAIN AT 8:00 AM
 - 5:00 PM.
  
 JIM WITMER C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE
 CUSTOMER SERVICE SURVEY AT:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
  
  


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