Plan Review Details - Permit 14100265
Plan Review Stops For Permit 14100265
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2015-07-30 Cont ID  
Sent By shill Date 2015-07-30 Time 08:02 Rev Time 0.00
Received By shill Date 2015-07-30 Time 08:02 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2015-07-14 Cont ID  
Sent By shill Date 2015-07-14 Time 12:23 Rev Time 0.00
Received By shill Date 2015-07-14 Time 12:23 Sent To  
Notes
2015-07-14 12:26:37****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724
 [email protected]
  
 FBC FLORIDA BUILDING CODE 2010
  
 TWO COMPLETE COLLATED SETS OF ALL DOCUMENTS REQUIRED
  
 FROM PREVIOUS LIST:
  
 1 - 3. OK (WHISPERMAT CS TEST REPORTS SUBMITTED).
  
 4. PROVIDE INFORMATION REGARDING THE EXISTING FLOOR
 COVERING TYPE AND WEIGHT AND THE PROPOSED FLOOR
 COVERING WEIGHT. ENGINEERING MAY BE REQUIRED TO
 DEMONSTRATE THAT THE EXISTING STRUCTURAL FLOOR SLAB CAN
 ACCOMODATE ADDITIONAL DEAD LOAD, IF APPLICABLE, FBC
 1604.1.
  
 2ND REVIEW - INSTALLATION PROPOSED IS OVER TWICE
 EXISTING WEIGHT. ESTIMATED WEIGHT IS UNCLEAR. WEIGHT
 INCLUDES 30 BAGS OF THINSET; WHAT SIZE BAGS? WHAT
 THICKNESS OF MORTAR BED IS PROPOSED? MARBLE/TRAVERTINE
 SIZE (24X24) AND WEIGHT PROVIDED, BUT NOT THICKNESS.
  
 UNLESS CONTRACTOR CAN DEMONSTRATE THAT PROPOSED WEIGHT
 IS WITHIN BUILDING DESIGN LIMITS, ENGINEERING WILL BE
 REQUIRED TO DETERMINE THAT EXISTING FLOOR CAN
 ACCOMODATE THE ADDITIONAL DEAD LOAD PROPOSED. A COPY OF
 THE ORIGINAL BUILDING PLANS MAY BE AVAILABLE. PLEASE
 CONTACT [email protected] AND [email protected] IF YOU WISH
 TO SUBMIT A PUBLIC RECORDS RESEARCH REQUEST.
  
 3RD REVIEW, NOT ADDRESSED. PER CONTRACTOR, THE EXISTING
 WEIGHT IS 2500 #, PROPOSED IS 6500 #. NO ENGINEERING OR
 OTHER INFORMATION PROVIDED TO DOCUMENT THE ABILITY OF
 THE EXISTING SLAB TO RESIST THE ADDITIONAL DEAD LOAD.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2015-03-25 Cont ID  
Sent By shill Date 2015-03-25 Time 07:23 Rev Time 0.00
Received By shill Date 2015-03-25 Time 07:23 Sent To  
Notes
2015-03-25 07:27:27****CORRECTIONS****
 CONTRACTOR SUBMITTED FLAME SPREAD TEST ONLY PER MY
 REQUEST
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724
 [email protected]
  
 FBC FLORIDA BUILDING CODE 2010
  
 COMMENTS FROM PREVIOUS LIST APPLY. THE FLAME SPREAD
 TEST PROVIDED DOES NOT INCLUDE THE PRODUCT PROPOSED
 (PROFLEX 70SSC).
  
 THE TEST REPORT PROVIDED IS FOR PROFLEX MSC 90, RCU
 250, LV 100. AS DISCUSSED, THIS PRODUCT DOES NOT MEET
 THE FLAME SPREAD OR SOUND SUPPRESSION REQUIREMENTS (SEE
 PREVIOUS LIST). THIS PRODUCT IS TO BE REMOVED
 IMMEDIATELY.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2014-10-23 Cont ID  
Sent By shill Date 2014-10-23 Time 08:07 Rev Time 0.00
Received By shill Date 2014-10-23 Time 08:07 Sent To  
Notes
2014-10-23 08:47:59****CORRECTIONS****
 SPOKE WITH CONTRACTOR AND EXPLAINED COMMENTS IN LOBBY -
 TOLD HIM TO RESUBMIT SO HE COULD HAVE THE COMMENTS IN
 WRITING TO SEND TO MANUFACTURER
 GAVE HIM THE LIST OF PRODUCTS FOR WHICH WE HAVE 3
 COMPLIANT TEST REPORTS BUT THE PRODUCT PROFLEX SSC HAS
 ALREADY BEEN INSTALLED
 ADVISED TO CONTACT MANUFACTURER WITH COMMENT LIST TO
 RESOLVE
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724
 [email protected]
  
 FBC FLORIDA BUILDING CODE 2010
  
 TWO COMPLETE COLLATED SETS OF ALL DOCUMENTS REQUIRED
  
 FROM PREVIOUS LIST:
  
 1. FBC 1207.2, FLOOR/CEILING ASSEMBLIES SEPARATING
 DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR
 SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS
 (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) FOR AIR
 BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E 90.
 IF A SUSPENDED CEILING WAS USED AS A PART OF THE TEST,
 PROVIDE INFORMATION AS TO HOW IT HAS BEEN DETERMINED
 THAT THIS CONDITION CURRENTLY EXISTS AND HOW IT CAN BE
 GUARANTEED THAT THE CONDITIONS IN THE UNIT BELOW WILL
 NOT BE ALTERED.
  
 PLEASE PROVIDE A COPY OF THE TEST REPORT.
  
 2ND REVIEW - TEST REPORT PROVIDED HAS A SUSPENDED
 CEILING. AS THIS PRODUCT HAS ALREADY BEEN INSTALLED,
 PROVIDE A TEST REPORT WITHOUT A SUSPENDED CEILING OR
 SUBMIT UNDER ALTERNATIVE MATERIALS AND METHODS, CITY OF
 WEST PALM BEACH AMENDMENTS TO THE FBC, SECTION 104.11
 (SEE BELOW FOR CODE LANGUAGE).
  
 2. FBC 1207.3, FLOOR/CEILING ASSEMBLIES BETWEEN
 DWELLING UNITS OR BETWEEN A DWELLING UNIT AND A PUBLIC
 OR SERVICE AREA WITHIN THE STRUCTURE SHALL HAVE AN
 IMPACT INSULATION CLASS (IIC) RATING OF NOT LESS THAN
 50 (45 IF FIELD TESTED) WHEN TESTED IN ACCORDANCE WITH
 ASTM E 492. IF A SUSPENDED CEILING WAS USED AS A PART
 OF THE TEST, PROVIDE INFORMATION AS TO HOW IT HAS BEEN
 DETERMINED THAT THIS CONDITION CURRENTLY EXISTS AND HOW
 IT CAN BE GUARANTEED THAT THE CONDITIONS IN THE UNIT
 BELOW WILL NOT BE ALTERED.
  
 PLEASE PROVIDE A COPY OF THE TEST REPORT.
  
 2ND REVIEW - TEST REPORT PROVIDED HAS A SUSPENDED
 CEILING; SEE COMMENT #1.
  
 3. FBC 603.1, ALLOWABLE MATERIALS IN NON COMBUSTIBLE
 BUILDINGS, SEE ITEM 2, EXCEPTION 2, ACOUSTICAL
 INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID
 DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED
 TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200.
  
 SEE 803.1.1, PROVIDE TEST DATA IN ACCORDANCE WITH ASTM
 E 84 OR UL 723.
  
 2ND REVIEW - TEST REPORT NOT SUBMITTED. SEE COMMENT #1.
  
 4. PROVIDE INFORMATION REGARDING THE EXISTING FLOOR
 COVERING TYPE AND WEIGHT AND THE PROPOSED FLOOR
 COVERING WEIGHT. ENGINEERING MAY BE REQUIRED TO
 DEMONSTRATE THAT THE EXISTING STRUCTURAL FLOOR SLAB CAN
 ACCOMODATE ADDITIONAL DEAD LOAD, IF APPLICABLE, FBC
 1604.1.
  
 2ND REVIEW - INSTALLATION PROPOSED IS OVER TWICE
 EXISTING WEIGHT. ESTIMATED WEIGHT IS UNCLEAR. WEIGHT
 INCLUDES 30 BAGS OF THINSET; WHAT SIZE BAGS? WHAT
 THICKNESS OF MORTAR BED IS PROPOSED? MARBLE/TRAVERTINE
 SIZE (24X24) AND WEIGHT PROVIDED, BUT NOT THICKNESS.
  
 UNLESS CONTRACTOR CAN DEMONSTRATE THAT PROPOSED WEIGHT
 IS WITHIN BUILDING DESIGN LIMITS, ENGINEERING WILL BE
 REQUIRED TO DETERMINE THAT EXISTING FLOOR CAN
 ACCOMODATE THE ADDITIONAL DEAD LOAD PROPOSED. A COPY OF
 THE ORIGINAL BUILDING PLANS MAY BE AVAILABLE. PLEASE
 CONTACT [email protected] AND [email protected] IF YOU WISH
 TO SUBMIT A PUBLIC RECORDS RESEARCH REQUEST.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-10-09 Cont ID  
Sent By shill Date 2014-10-09 Time 13:54 Rev Time 0.00
Received By shill Date 2014-10-09 Time 13:54 Sent To  
Notes
2014-10-09 13:54:24****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724
 [email protected]
  
 FBC FLORIDA BUILDING CODE 2010
  
 TWO COMPLETE COLLATED SETS OF ALL DOCUMENTS REQUIRED
  
 1. FBC 1207.2, FLOOR/CEILING ASSEMBLIES SEPARATING
 DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR
 SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS
 (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) FOR AIR
 BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E 90.
 IF A SUSPENDED CEILING WAS USED AS A PART OF THE TEST,
 PROVIDE INFORMATION AS TO HOW IT HAS BEEN DETERMINED
 THAT THIS CONDITION CURRENTLY EXISTS AND HOW IT CAN BE
 GUARANTEED THAT THE CONDITIONS IN THE UNIT BELOW WILL
 NOT BE ALTERED.
  
 PLEASE PROVIDE A COPY OF THE TEST REPORT.
  
 2. FBC 1207.3, FLOOR/CEILING ASSEMBLIES BETWEEN
 DWELLING UNITS OR BETWEEN A DWELLING UNIT AND A PUBLIC
 OR SERVICE AREA WITHIN THE STRUCTURE SHALL HAVE AN
 IMPACT INSULATION CLASS (IIC) RATING OF NOT LESS THAN
 50 (45 IF FIELD TESTED) WHEN TESTED IN ACCORDANCE WITH
 ASTM E 492. IF A SUSPENDED CEILING WAS USED AS A PART
 OF THE TEST, PROVIDE INFORMATION AS TO HOW IT HAS BEEN
 DETERMINED THAT THIS CONDITION CURRENTLY EXISTS AND HOW
 IT CAN BE GUARANTEED THAT THE CONDITIONS IN THE UNIT
 BELOW WILL NOT BE ALTERED.
  
 PLEASE PROVIDE A COPY OF THE TEST REPORT.
  
 3. FBC 603.1, ALLOWABLE MATERIALS IN NON COMBUSTIBLE
 BUILDINGS, SEE ITEM 2, EXCEPTION 2, ACOUSTICAL
 INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID
 DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED
 TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200.
  
 SEE 803.1.1, PROVIDE TEST DATA IN ACCORDANCE WITH ASTM
 E 84 OR UL 723.
  
 4. PROVIDE INFORMATION REGARDING THE EXISTING FLOOR
 COVERING TYPE AND WEIGHT AND THE PROPOSED FLOOR
 COVERING WEIGHT. ENGINEERING MAY BE REQUIRED TO
 DEMONSTRATE THAT THE EXISTING STRUCTURAL FLOOR SLAB CAN
 ACCOMODATE ADDITIONAL DEAD LOAD, IF APPLICABLE, FBC
 1604.1.
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2015-07-30 Cont ID  
Sent By shill Date 2015-07-30 Time 08:02 Rev Time 0.00
Received By shill Date 2015-07-29 Time 14:11 Sent To  
Notes
2015-07-29 14:11:19RESUB ROUTED TO SHILL
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2015-07-14 Cont ID  
Sent By shill Date 2015-07-14 Time 12:26 Rev Time 0.00
Received By shill Date 2015-07-08 Time 15:27 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2015-03-25 Cont ID  
Sent By shill Date 2015-03-25 Time 07:27 Rev Time 0.00
Received By shill Date 2015-03-25 Time 07:27 Sent To  
Notes
2015-03-17 06:07:31SENT TO S. HILLS DESK.
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-10-23 Cont ID  
Sent By shill Date 2014-10-23 Time 08:48 Rev Time 0.00
Received By shill Date 2014-10-23 Time 08:48 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-10-09 Cont ID  
Sent By shill Date 2014-10-09 Time 13:54 Rev Time 0.00
Received By shill Date 2014-10-09 Time 13:54 Sent To  
Notes
***NONE***


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