Plan Review Notes
Plan Review Notes For Permit 14071105
Permit Number 14071105
Review Stop B
Sequence Number 1
Notes
Date Text
2014-08-26 16:45:03BUILDING PLAN REVIEW
 PERMIT:14071105
 ADD: 1517 CAMERON SAMUEL LN.
 CONT: KAST
 TEL: (561)346-4994
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 1ST REVIEW
 DATE: TUES. AUGUST 26/2014
 ACTION: DENIED
  
 1A) THE PLANS NEED TO HAVE THE CORRECT ADDRESS OF 1517
 CAMERON SAMUEL LN. ON ALL PLANS. 2010 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION, 107.2.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE
 DIMENSIONED AND DRAWN UPON SUITABLE MATERIAL.
 ELECTRONIC MEDIA DOCUMENTS SHALL BE SUBMITTED WHEN
 APPROVED BY THE BUILDING OFFICIAL. 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,
 AND REGULATIONS, AS DETERMINED BY THE BUILDING
 OFFICIAL.
  
 1B) THE STRUCTURAL PLANS HAVE STICKERS ON PLANS AND
 HAND WRITTEN NOTES. NO SSTICKEERS ARE TO BE PLACED ON
 THE PLANS. 107.2.1.4 QUALITY OF BUILDING PLANS.
 BUILDING PLANS SHALL BE DRAWN TO A MINIMUM 1/8 INCH
 SCALE UPON SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE
 MEDIUM. THE BUILDING OFFICIAL MAY ESTABLISH THROUGH
 DEPARTMENTAL POLICY, OTHER STANDARDS FOR PLANS AND
 SPECIFICATIONS, IN ORDER TO PROVIDE CONFORMITY TO ITS
 RECORD RETENTION PROGRAM. THIS POLICY MAY INCLUDE SUCH
 THINGS AS MINIMUM SIZE, SHAPE, CONTRAST, CLARITY, OR
 OTHER ITEMS RELATED TO RECORDS
 MANAGEMENT.
  
 2) THE PLAN INDEX INDICATES THERE IS A SITE PLAN A-0.1,
 MISSING FROM THE SET OF PLANS, PLEASE INCLUDE THE SITE
 PLAN:
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 1. SITE REQUIREMENTS:
 PARKING
 FIRE ACCESS
 VEHICLE LOADING
 DRIVING/TURNING RADIUS
 FIRE HYDRANT/WATER SUPPLY/POST INDICATOR VALVE (PIV)
 SET BACK/SEPARATION (ASSUMED PROPERTY LINES)
 LOCATION OF SPECIFIC TANKS, WATER LINES AND SEWER LINES
 FLOOD HAZARD AREAS, FLOOD ZONES, AND DESIGN FLOOD
 ELEVATIONS
  
 3) STRUCTURAL SHEET S-6 INDICATES A SOILS REPORT WAS
 COMPLETED BY D & N DRILLING ENGINEERING 1/20/2014.
 PLEASE SUBMIT 2 ORIGINAL SIGNED & SEALED REPORTS.
 1803.5.2 QUESTIONABLE SOIL. WHERE THE CLASSIFICATION,
 STRENGTH OR COMPRESSIBILITY OF THE SOIL IS IN DOUBT OR
 WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED
 IN THIS CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL BE
 PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION
 BE CONDUCTED.
  
 4) COVERSHEET: THE BUILDING CODE ANALYSIS INDICATES
 THIS BUILDING TO BE A FIRE SPRINKLERED BUILDING.
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR
 BUILDINGS.:107.3.5.1 COMMERCIAL BUILDINGS: 107.3.5.1.5
 . FIRE SUPPRESSION SYSTEMS SHALL INCLUDE: SCHEMATIC
 FIRE SPRINKLERS
  
 5) THE COVERSHEET INDICATES THE OCCUPANCY IN THE
 FITNESS CENTER NEITHER SHEET A-1.0 NOR A-1.1 SHOW
 EQUIPMENT LAYOUT IN THE GYM, THEN
 15 SQ FT / OCCUPANT WILL BE TAKEN FOR THE SPACE. 2010
 FBC-B 1004.1.1.
  
 6) SHEET A-1.0:
 6A) SHEET A-1.0 VERSES THE STRUCTURAL SHEET S3, THE
 FIRE BOX IN THE ARCHITECTURAL SHEET SHOWS A 3X8 AND THE
 STRUCTURAL SHEET SHOWS A 3X6 FOOT FIRE BOX. 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED, DISCREPANCY IN
 PLANS.
  
 6B) THE THEATER SEATING SHOW RAISED SEATING, THE S6
 SHEET SHOWS GEO FOAM NO MANUFACTURERS SPECS WERE
 SUBMITTED NOR DOES THE PLANS INDICATE THE END OF THE
 FOAM ARE ENCAPSULATED BY CONCRETE ON THE SIDES. FBC-B
 2603.4.1.1.
  
 7) SHEET A4.1 INDICATES THE USE OF ICYNENE INSULATION
 AS WELL AS THE COVER SHEET ALSO HAS NOTESFOR ICYNENE.
 PLEASE SUBMIT THE FULL ICYNENE REPORT LISTED ERS 1826
 FOR REVIEW; 2010 FBC-B 2603.4.1.6. PLEASE PROVIDE WHICH
 AREAS ARE GOING TO HAVE ICYNENE TYPE INSULATION AND
 WHICH AREAS OF THE ROOFING ARE GOING TO HAVE ROOF TOP
 INSULATION ON TOP OF THE ROOF DECK AS DEPICTED IN
 DETAILS B-E. THE ENERGY SPECS INDICATE A R-33, PLEASE
 PROVIDE HOW MUCH INSULATION IT WILL TAKE TO PROVIDE
 THIS VALUE.
  
 8) SHEET A4.1 ALSO SHOWS EXTERIOR WALL CONSTRUCTION IN
 DETAILS C& D, NO INSULATION IS DEPICTED IN THESE
 DETAILS, THE ENERGY CALCULATIONS INDICATE A R VALUE OF
 8.0. ENERGY 502..2 PERSCRIPTIVE.
  
 9) MISSING PRODUCT APPROVALS, MAY BE SUBMITTED AS
 DEFERRED SUBMITTALS UPON WRITTEN REQUEST:
 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41
 COMPONENTS & CLADDING
  
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STAND
  
 10) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE
 PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03
 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 11A) SHEET S-6 DOES HAVE ROOF PRESSURES ZONE #1 @ 24.6,
 ZONE @ 38.8 & ZONE 3 @ 67.1 THESE PRESSUES DO NOT
 INDICATE IF VULT, VASD, WHAT THE MEAN ROOF HEIGHT?
 THERE ARE ALSO PRESSURES THAT ARE TAKEN FROM RAS 128
 FOR BUILDINGS THAT ARE LESS THAN 40 FT IN HEIGHT,
 EXPOSURE "C" FOR A FLAT ROOF, VASD FOR 20 SQ FTPLEASE
 PROVIDE THE VALUES FOR 10 SQ FTTHEY ARE TAKEN FOR THE
 FASTENERS OF THE ROOFING PRODUCT WORSE CASE AT 10 SQ.
 FT.
  
 11B) SHEET S-6 DOES NOT PROVIDE WHAT THE PRESSURES ARE
 FOR 5:12 PITCH ROOF? COMPONENTS & CLADDING PRESSURES
 POSITVE & NEGATIVE TABLE 1609.2(2) .
  
 11C) SHEET S-6 ALSO IS MISSING THE WALL PRESSURES FOR
 WALL ZONES 4 & 5. COMPONENTS & CLADDING PRESSURES
 POSITVE & NEGATIVE TABLE 1609.2(2) .
  
 12) SHEET S-6 NOTES FOR BUCK ATTACHMENT REFERANCE THE
 FBC-R 4409.10.1 RESIDENTIAL CODE, THIS IS CONSIDERED A
 COMMERCIAL BUILDING.
  
 13) SHEET S-6 WIRE LATH @ WIRE FASTENERS PLEASE PROVIDE
 WHERE WIRE STAPLES CAN BE USED FOR FASTENING WIRE LATH
 WITH A 1 1/2 EMBEDMEMT. 2510.3 INSTALLATION.
 INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE
 WITH ASTM C 926 AND ASTM C 1063. 3/8 INCH RIB LATH IS
 TO BE NAILED AT EVERY RIB.
 ASTM C 1063 7.10.2.3 EXPANDED 3/8 IN REIB LATH AND
 SHEET EXPANDED METAL LATH SHALL BE ATTACHED TO
 HORIZONTAL AND VERTICAL WOOD FRAMING MEMBRS WITH NAILS
 OR STAPLES TO PROVIDE AT LEAST 1 3/4 INCH PENETRTION
 INTO HORIZONTAL WOOD FRAMING MEMBERS AND 3/4 INCH
 PENETRATION INTO VERTICAL FRAMING MEMBERS.
  
 14) 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.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
 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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