Plan Review Details - Permit 08110461
Plan Review Stops For Permit 08110461
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2009-04-08 Cont ID  
Sent By jwitmer Date 2009-04-08 Time 12:26 Rev Time 3.33
Received By jwitmer Date 2009-04-08 Time 12:25 Sent To PC
Notes
2009-04-08 12:26:52FLAT DECK: NOA: 05-0803.04
 FIRESTONE TPO SINGLE PLY ROOF SYSTEMS OVER LIGHTWEIGHT
 CONRETE DECK
 PAGE 6 OF 9
 MEMBRANE TYPE: SINGLE PLY, TPO REINFORCED
 DECK TYPE 41: LIGHTWEIGHT CONCRETE, INSULATED
 DECK DESCRIPTION CELLULAR LIGHTWEIGHT CONCRETE
 SYSTEM TYPE A(2) MEMBRABE FULLY ADHERED
 MAXIMUM DESIGN PRESSURE -135, LIMITATION# 7
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2009-03-16 Cont ID  
Sent By jwitmer Date 2009-03-16 Time 10:22 Rev Time 2.22
Received By jwitmer Date 2009-03-16 Time 09:28 Sent To PC
Notes
2009-03-16 11:09:33BUILDING PLAN REVIEW
 PERMIT: 08110461/06111071
 ADD: 2455 METROCENTRE BLVD
 CONT: CROWTHERS ROOFING
 TEL: (954)536-3959
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 HOMEWOOD SUITES HOTEL/ HILTON
 FIVE STORY/ 114 UNITS
  
 MARCH 16,2009
 ROOF REVISION REVIEW: REVISION# 1
  
 ACTION: DENIED
  
 1) TSE REPORTOR JOB NO. 8085.16 DOES NOT STATE THE WIND
 DESIGN CRITERIA NOR DO WE HAVE A SK-1 BY NIELSEN
 -HARRELL IN THIS ROOFING PACKAGE NOR THE ISSUED SET OF
 PLANS FOR THIS PERMIT.
 WE DO HAVE DOCUMENTS FROM TSE DATED OCT.24TH, 2008
 PROVIDING THE WIND DESIGN FOR THE FLAT ROOF PORTION OF
 THE PROJECT. SINCE THIS IS A REVISION PLEASE PROVIDE
 THE WIND DESIGN CRITERIA FOR THIS PORTION OF THE
 PROJECT. ASCE 7-02 SECTION 6.
  
 2) THE SECOND ISSUE IS THE PRODUCT APPROVAL SUBMITTED
 FOR THE CROWTHER METAL ROOFING (FL 4975) DOES NOT HAVE
 ANY OF THE REPORT AND RECOMMENDED DETAILS,
 SPECIFICATIONS AND TRIM, I'VE PRINTED OUT ONE SET,
 THREE ARE REQUIRED FORTHE THRESHOLD BUILDING.109.3.6
 PERATING GUIDELINES FOR THRESHOLD INSPECTORS (3 COPIES
 OF ALL PRODUCT APPROVALS).
  
 3) THERE IS A DISCREPANCY BETWEEN THE FLORIDA PRODUCT
 APPROVAL SUBMITTED( FL 4975) AND THE TSE REPORT DATED
 FEB.21, 2009 THIS REPORT LIST ON PAGE 2 OF 3 SEE FL
 PRODUCT APPROVAL
 (11797) THERE IS NO SUCH REPORT UNDER THE 2004 FLORIDA
 APPROVAL SYSTEM? 106.1.2 ADDITIONAL INFORMATION
 REQUIRED.
  
 NOTATION OF FLAT DECK APPROVED UNDER PERMIT ISSUANCE.
 FLAT DECK: NOA: 05-0803.04
 FIRESTONE TPO SINGLE PLY ROOF SYSTEMS OVER LIGHTWEIGHT
 CONRETE DECK
 PAGE 6 OF 9
 MEMBRANE TYPE: SINGLE PLY, TPO REINFORCED
 DECK TYPE 41: LIGHTWEIGHT CONCRETE, INSULATED
 DECK DESCRIPTION CELLULAR LIGHTWEIGHT CONCRETE
 SYSTEM TYPE A(2) MEMBRABE FULLY ADHERED
 MAXIMUM DESIGN PRESSURE -135, LIMITATION# 7
  
 NOTE TO MEET THE ENERGY CALCS AT ROOF DRAINS 1 INCH
 INSULATION WITH A MINIMUM OF 2" LIGHTWEIGHT CONCRETE.
 PLEASE REVIEW INSULATION BOARD LAYOUT SHEET UNDER THE
 ROOFING PERMIT FOR TAPERED ROOF INSULATION.
  
  
  
 @004 FBC-4975
 CROWTHER ROOFING & SHEET METAL
 4975.2 MECHANICAL LOCK
 UPLIFT: +/-105
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2009-01-27 Cont ID  
Sent By jwitmer Date 2009-01-27 Time 16:13 Rev Time 1.33
Received By jwitmer Date 2009-01-27 Time 16:13 Sent To  
Notes
2009-01-27 16:26:38 
 2455 METROCENTRE BLVD
 08110461 -ROOFING PERMIT
 CONTRACTOR: CROWTHER ROOFING
  
 BUILDING PROVISO:
  
 MONIER LIFETILE,LLC- SPANISH "S" CONCRETE ROOF TILE
 LIMITATION3.6 THIS ACCEPTANCE IS FOR WOOD DECK
 APPLICATIONS.
 A ENGINEER WILL NEED TO COMPLETE A RETIONAL ANYLSIS FOR
 FASTENING OF THIS TILE THROUGH THE METAL DECK,
 DENSEGLASS,
 UNDER LAYMENTS TO BE NOT LESS THAN BUT EQUIVALENT TO
 THAT OF THE NOA. FASTENERS ARE TO ANCHOR THE TILE IN
 PLACE
 UNTIL THE FOAM PADDY IS CURED. INDICATE SIZE OF PADDY
 TO BE USED. AS PER RAS 120 NOTE 12 (PAGE 120.11) FOR
 ADHESIVE SET TILE FOR PITCHES ABOVE 7IN 12 IN NAIL
 EVERY TILE IN ADDTION TO ADHESIVE. FRSA/ TRI AUGUST
 2005
 FOURTH ADDITION PAGE 96 MAKES REFRENECE TO THE SAME
 TYPE OF APPLICATION WHERE NO BATTEN IS REQUIRED FOR
 DIRECT
 DECK ADHESIVE SYSTEM.
  
 FLAT DECK: NOA: 05-0803.04
 FIRESTONE TPO SINGLE PLY ROOF SYSTEMS OVER LIGHTWEIGHT
 CONRETE DECK
 PAGE 6 OF 9
 MEMBRANE TYPE: SINGLE PLY, TPO REINFORCED
 DECK TYPE 41: LIGHTWEIGHT CONCRETE, INSULATED
 DECK DESCRIPTION CELLULAR LIGHTWEIGHT CONCRETE
 SYSTEM TYPE A(2) MEMBRABE FULLY ADHERED
 MAXIMUM DESIGN PRESSURE -135, LIMITATION# 7
  
 NOTE TO MEET THE ENERGY CALCS AT ROOF DRAINS 1 INCH
 INSULATION WITH A MINIMUM OF 2" LIGHTWEIGHT CONCRETE.
 PLEASE REVIEW INSULATION BOARD LAYOUT SHEET UNDER THE
 ROOFING PERMIT FOR TAPERED ROOF INSULATION.
  
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 MEMBER OF BOAF, THE BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA: PROTECTING LIVES AND PROPERTY SINCE 1953.
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. UNDER FLORIDA STATE STATUTE SB 80, E-MAIL
 ADDRESSES
 ARE PUBLIC RECORDS.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.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2009-01-26 Cont ID  
Sent By jwitmer Date 2009-01-26 Time 10:25 Rev Time 0.77
Received By jwitmer Date 2009-01-26 Time 10:25 Sent To PC
Notes
2009-01-26 10:27:18BUILDING PLAN REVIEW
 PERMIT: 08110461
 ADD: 2455 METROCENTRE BLVD
 CONT: CROWTHER ROOFING
 TEL: (239)337-1300
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 HOMEWOOD SUITES
 ACTION: DENIED
  
 1) 2ND REQUEST, LIGHTWEIGHT CONCRETE DECK
  
 NOA 03-0923.03 EXPIRED 10-19-08 CELCORE LIGHTWEIGHT
 INSULATING CONCRETE
 -------------------------------------------------------
 --------
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 MEMBER OF BOAF, THE BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA: PROTECTING LIVES AND PROPERTY SINCE 1953.
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. UNDER FLORIDA STATE STATUTE SB 80, E-MAIL
 ADDRESSES ARE PUBLIC RECORDS.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.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2008-11-25 Cont ID  
Sent By jwitmer Date 2008-11-25 Time 14:36 Rev Time 2.22
Received By jwitmer Date 2008-11-25 Time 14:36 Sent To PC
Notes
2008-11-25 15:01:52BUILDING PLAN REVIEW
 PERMIT: 08110461
 ADD: 2455 METROCENTRE BLVD
 CONT: CROWTHER ROOFING
 TEL: (239)337-1300
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 HOMEWOOD SUITES
 ACTION: DENIED
  
 1) SHEET LWC LAYOUT SHEET INDICATES THAT AT THE ROOF
 DRAINS THERE IS NO INSULATION ONLY THE LIGHT WEIGHT
 CONCRETE THEN THE INSULATION BOARD IS STAGERED IN
 HEIGHT 1" THROUGH 7". PLEASE REVIEW THE ENERGY
 CALCULATIONS REQUIRING A MINIMUM OF 6" AT THE ROOF
 DRAIN. THE DATA INPUT REPORT INDICATES A MINIMUM OF 6"
 INSULATION WITH 3" LIGHT WEIGHT CONCRETE ON TOP. PLEASE
 SEE 13-404.1.A THE MINIMUM PERFORMANCE LEVEL OF
 INSULATION IS JUST THAT IT IS NOT AN AVERAGE BUT THE
 MINIMUM AMOUNT REQUIRED.
  
 THE PRODUCT HOL-E-BOARD R-VALUES ONLY GO TO 5" PLEASE
 PROVIDE FOR THE THICKER REQUIREMENTS REQUIRED FOR THIS
 JOB.
  
 CONCERNS ARE WITH THE AMOUNT OF INSULATION REQUIRED,
 WILL THERE BE FASTENERS ON THE MARKET TO SECURE THE
 PRODUCT IN QUESTION OR WILL THERE NEED TO BE MORE ROOF
 DRAINS CLOSER TOGETHER TO REDUCE THE AMOUNT OF MATERIAL
 IT WILL TAKE TO HAVE A COMPLIANT ROOF.
  
 2) TITEN STRUCTURAL ENGINEERING ENHANCED FASTENING
 DOCUMENT WILL NEED TO BE ORIGINAL SIGNATURE AND SEAL
 NOT COPIES. PLANS, SPECIFICATIONS, REPORTS OR OTHER
 DOCUMENTS PREPARED BY THE DESIGN PROFESSIONAL AND BEING
 FILED FOR PUBLIC RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED TO THE
 DOCUMENT. FL ADMIN CODE 61G15-23.002 ENGINEERS
 PLEASE NOTE THE TSE REPORT SUBMITTED REFRENECES JOHN
 MANSVILLE PERMA PLY 28 (NOA 06-0626.05) BASE SHEET
 FASTENER PATTERNS FOR ZONES 2 & 3 BUT THE REPORT WAS
 NOT SUBMITTED.
 REPORTS SUBMITTED:
  
 NOA 07-0228.07 JOHN MANSFIELD MOD BIT OVER LIGHTWEIGHT
 CONCRETE DECK
  
 NOA 05-0803.04 TPO SINGLE PLY OVER LIGHTWEIGHT CONCRETE
 DECK
  
 NOA 03-0923.03 EXPIRED 10-19-08 CELCORE LIGHTWEIGHT
 INSULATING CONCRETE
 -------------------------------------------------------
 --------
 NOA 07-1023.09 SPANISH "S" ROOF TILE
  
 NOA 04-1116.01 POLYSET ONE ROOF TILE ADHESIVE
  
 NOA 07-0124.02 DENS DECK
  
 FL 8380.1DCSM STEEL RIDGE ANCHOR
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 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.
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2009-04-02 Cont ID  
Sent By adarroug Date 2009-04-02 Time 14:01 Rev Time 0.00
Received By adarroug Date 2009-04-02 Time 14:01 Sent To B
Notes
2009-04-02 14:01:24TO "JWITMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2009-03-09 Cont ID  
Sent By adarroug Date 2009-03-09 Time 10:52 Rev Time 0.00
Received By adarroug Date 2009-03-09 Time 10:52 Sent To B
Notes
2009-03-09 10:53:36TO "JWITMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2009-01-23 Cont ID  
Sent By adarroug Date 2009-01-23 Time 10:42 Rev Time 0.00
Received By adarroug Date 2009-01-23 Time 10:42 Sent To  
Notes
2008-11-24 15:15:36TO "JWITMER" DESK
Review Stop I INCOMING/PROCESSING
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
***NONE***


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