Plan Review Details - Permit 14120178
Plan Review Stops For Permit 14120178
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2015-02-18 Cont ID  
Sent By jwitmer Date 2015-02-18 Time 11:48 Rev Time 0.00
Received By jwitmer Date 2015-02-18 Time   Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-12-07 Cont ID  
Sent By jwitmer Date 2014-12-07 Time 09:57 Rev Time 0.00
Received By jwitmer Date 2014-12-07 Time 09:00 Sent To  
Notes
2014-12-07 09:58:50BUILDING PLAN REVIEW
 PERMIT: 14120178
 ADD: 600 OKEECHOBEE BLVD
 CONT: THERMA SEAL ROOF SYSTEMS
 TEL: (561) 223-2096
  
 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.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: SUN. DEC. 07/ 2014
 ACTION: DENIED
  
 1) 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..
  
 2) TO DATE THERE HAS BEEN NO SUBMITTALS IN REGARDS TO
 THE INSULATING CONCRETE ROOF DECK. THE FOLLOWING
 REQUIREMENTS WOULD NEED TO SHOW CODE COMPLIANCE FOR THE
 USE OF A LIGHTWEIGHT INSULATING ROOF DECK SYSTEM:
  
 1917.1.3 CELLULAR/AGGREGATE (HYBRID) LIGHTWEIGHT
 INSULATING CONCRETE.
 INSULATED CONCRETE FORMULATED BY COMBINING PREFORMED
 FOAM WITH LOW DENSITY AGGREGATES TO IMPART PROPERTIES
 OF BOTH AGGREGATE AND CELLULAR LIGHTWEIGHT INSULATING
 CONCRETE. IT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
 OF 200 PSI (1379 KPA) WHEN TESTED IN COMPLIANCE WITH
 ASTM C 495 AND C 796.
  
 1917.1.4 WALKABILITY.
 A TERM DEFINING THE ABILITY OF LIGHTWEIGHT INSULATING
 CONCRETE TO WITHSTAND ANTICIPATED CONSTRUCTION FOOT
 TRAFFIC DURING THE ROOF MEMBRANE APPLICATION WITHOUT
 SIGNIFICANT INDENTATIONS IN THE LIGHTWEIGHT INSULATING
 CONCRETE SURFACE.
  
 1917.2 INSPECTION.
  
 1917.2.1
 APPLICATION OF ALL LIGHTWEIGHT INSULATING CONCRETE ROOF
 DECKS SHALL BE BY APPLICATORS APPROVED BY THE
 LIGHTWEIGHT INSULATING CONCRETE DECK MANUFACTURER.
 PRODUCT APPROVAL SHALL BE REQUIRED FOR ALL LIGHTWEIGHT
 INSULATING CONCRETE SYSTEMS.
  
 1917.2.2
 THE PERMIT HOLDER SHALL NOTIFY THE BUILDING OFFICIAL 48
 HOURS PRIOR TO THE POURING OF LIGHTWEIGHT INSULATING
 CONCRETE.
  
 1917.2.3
 THE PERMIT HOLDER SHALL MAKE AVAILABLE TO THE BUILDING
 OFFICIAL A JOB LOG WITH THE FOLLOWING MINIMUM ITEMS.
 1. CAST DENSITY RECORDINGS/HOUR.
 2. PRODUCT EVALUATION FOR APPLICATION.
 3. DATE AND JOB LOCATIONS IDENTIFIED.
 4. RESULTS OF ANY FIELD TEST CONDUCTED.
  
 1917.2.4
 ONCE THE ROOF DECK SYSTEM CAN SUPPORT FOOT TRAFFIC, THE
 BUILDING OFFICIAL SHALL HAVE CLEAR ACCESS AND CLEAR
 PATH AT HIS OPTION FOR INSPECTION OF LIGHTWEIGHT
 INSULATING CONCRETE.
  
 1917.3 TESTING.
 THE BUILDING OFFICIAL MAY REQUIRE TESTS OF THE
 LIGHTWEIGHT INSULATING CONCRETE TO CONFIRM THE FASTENER
 WITHDRAWAL RESISTANCE, COMPRESSIVE STRENGTH OR DRAINAGE
 ABILITY.
  
 THE STRUCTURAL ROOF DECK HAS NOT EVEN BEEN POURED
 YET!!!! IT WOULD APPEAR THE WRONG PRODUCT APPROVAL HAS
 BEEN SUBMITTED, NOA 13-0129.16 PAGE 21 OF 39 HAS BEEN
 SUBMITTED WHICH INDICATES THE USE OF RIGID INSULATION
 PANELS AND A TOP COAT OF 2 ? INCHES OF CONCRECEL.
 PLEASE NOTE SHEET A12.19 DETAILS 2 & 3 BOTH SHOW THE
 USE OF LIGHTWEIGHT INSULATING CONCRETE, IN NEITHER OF
 THE DETAILS DOES THE DETAILS SHOW THE USE OF RIGID
 INSULATION PANELS, NOTE IF THIS PRODUCT IS TO BE USED,
 THE VARIOUS ROOF DETAILS THROUGHOUT THE PLANS WILL NEED
 TO SHOW THE RIGID INSULATION BOARDS AS A REVISION, PLUS
 A LAYOUT SHEET OF THE PANELS, SHOWING THE THICKNESS OF
 THE PANELS & SLOPE TO THE POINT OF DRAINAGE,
 ATTACHMENT OF PANELS AND MEETING THE REQUIREMENTS OF
 SECTION 1917 FOR LIGHTWEIGHT CONCRETE.
  
 3) PLEASE PROVIDE DOCUMENTATION WHERE THE PLANTATION
 ROOF TILE (NOA 10-1201.01) IS GOING TO BE INSTALLED ON
 THE BUILDING, THE MEAN ROOF HEIGHT, SLOPE AND ROOF ZONE
 AND ASSOCIATED PRESSURES FOR ALL ROOF ZONES. THE
 DESIGNER OF RECORD (ENGINEER) AGAIN HAS NOT REVIEWED
 THIS SYSTEM FOR CODE COMPLIANCE FOR THE MOMENT OF OVER
 TURNING PER SECTION 1609.5.3.
  
 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE
 CONSTRUCTION DOCUMENTS SHALL
 ILLUSTRATE, DESCRIBE AND DELINEATE THE TYPE OF ROOFING
 SYSTEM, MATERIALS, FASTENING
 REQUIREMENTS, FLASHING REQUIREMENTS AND WIND RESISTANCE
 RATING THAT ARE REQUIRED TO BE
 INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL
 INDICATE COMPLIANCE WITH THE WIND
 CRITERIA REQUIRED FOR THE SPECIFIC SITE OR A STATEMENT
 BY AN ARCHITECT OR ENGINEER FOR THE
 SPECIFIC SITE MUST BE SUBMITTED WITH THE CONSTRUCTION
 DOCUMENTS.
  
 4) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & 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.
  
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
2014-12-07 09:57:41BUILDING PLAN REVIEW
 PERMIT:
 ADD:
 CONT:
 TEL: (561
  
 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.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: SUN. DEC. 07/2014
 ACTION: DENIED
  
 1) 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..
  
 2) TO DATE THERE HAS BEEN NO SUBMITTALS IN REGARDS TO
 THE INSULATED CONCRETE ROOF DECKING. THE FOLLOWING
 REQUIREMENTS WOULD NEED TO SHOW CODE COMPLIANCE FOR THE
 USE OF A LIGHTWEIGHT INSULATING ROOF DECK SYSTEM:
 1917.1.3 CELLULAR/AGGREGATE (HYBRID) LIGHTWEIGHT
 INSULATING CONCRETE.
 INSULATED CONCRETE FORMULATED BY COMBINING PREFORMED
 FOAM WITH LOW DENSITY AGGREGATES TO IMPART PROPERTIES
 OF BOTH AGGREGATE AND CELLULAR LIGHTWEIGHT INSULATING
 CONCRETE. IT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
 OF 200 PSI (1379 KPA) WHEN TESTED IN COMPLIANCE WITH
 ASTM C 495 AND C 796.
  
 1917.1.4 WALKABILITY.
 A TERM DEFINING THE ABILITY OF LIGHTWEIGHT INSULATING
 CONCRETE TO WITHSTAND ANTICIPATED CONSTRUCTION FOOT
 TRAFFIC DURING THE ROOF MEMBRANE APPLICATION WITHOUT
 SIGNIFICANT INDENTATIONS IN THE LIGHTWEIGHT INSULATING
 CONCRETE SURFACE.
  
 1917.2 INSPECTION.
  
 1917.2.1
 APPLICATION OF ALL LIGHTWEIGHT INSULATING CONCRETE ROOF
 DECKS SHALL BE BY APPLICATORS APPROVED BY THE
 LIGHTWEIGHT INSULATING CONCRETE DECK MANUFACTURER.
 PRODUCT APPROVAL SHALL BE REQUIRED FOR ALL LIGHTWEIGHT
 INSULATING CONCRETE SYSTEMS.
  
 1917.2.2
 THE PERMIT HOLDER SHALL NOTIFY THE BUILDING OFFICIAL 48
 HOURS PRIOR TO THE POURING OF LIGHTWEIGHT INSULATING
 CONCRETE.
  
 1917.2.3
 THE PERMIT HOLDER SHALL MAKE AVAILABLE TO THE BUILDING
 OFFICIAL A JOB LOG WITH THE FOLLOWING MINIMUM ITEMS.
 1. CAST DENSITY RECORDINGS/HOUR.
 2. PRODUCT EVALUATION FOR APPLICATION.
 3. DATE AND JOB LOCATIONS IDENTIFIED.
 4. RESULTS OF ANY FIELD TEST CONDUCTED.
  
 1917.2.4
 ONCE THE ROOF DECK SYSTEM CAN SUPPORT FOOT TRAFFIC, THE
 BUILDING OFFICIAL SHALL HAVE CLEAR ACCESS AND CLEAR
 PATH AT HIS OPTION FOR INSPECTION OF LIGHTWEIGHT
 INSULATING CONCRETE.
  
 1917.3 TESTING.
 THE BUILDING OFFICIAL MAY REQUIRE TESTS OF THE
 LIGHTWEIGHT INSULATING CONCRETE TO CONFIRM THE FASTENER
 WITHDRAWAL RESISTANCE, COMPRESSIVE STRENGTH OR DRAINAGE
 ABILITY.
  
 THE STRUCTURAL ROOF DECK HAS NOT EVEN BEEN POURED
 YET!!!! IT WOULD APPEAR THE WRONG PRODUCT APPROVAL HAS
 BEEN SUBMITTED, NOA 13-0129.16 PAGE 21 OF 39 HAS BEEN
 SUBMITTED WHICH INDICATES THE USE OF RIGID INSULATION
 PANELS AND A TOP COAT OF 2 1/4 INCHES OC CONCRECEL.
 PLEASE NOTE SHEET A12.19 DETAILS 2 & 3 BOTH SHOW THE
 USE OF LIGHTWEIGHT INSULATING CONCRETE, IN NEITHER OF
 THE DETAILS DOES IT SHOW THE USE OF RIGID INSULATION
 PANELS, NOTE IF THIS PRODUCT IS TO BE USED, THE VARIOUS
 ROOF DETILS THROUGHOUT THE PLANS WILL NEED TO SHOW THE
 RIGID INSULATION PANELS AND ALSO WE WILL NEED A LAYOUT
 SHEET FOR THE THICKNESS OF THE PANELS. SLOPE TO THE
 POINT OF DRAINAGE PLUS THE MEETING THE REQUIREMENTS OF
 SECTION 1917 FOR LIGHT WEIGHT CONCRETE.
  
 3) PLEASE PROVIDE DOCUMENTATION WHERE THE PLANTATION
 ROOF TILE (NOA: 10-1202.01) IS GOING TO BE INSTALLED ON
 THE BUILDING, THE MEAN ROOF HEIGHT, ROOF ZONE, AND
 ASSOCIATED PRESSURES FOR THIS ZONE. THE DESIGNER OF
 RECORD AGAIN HAS NOT REVIEWED THIS SYSTEM FOR CODE
 COMPLIANCE FOR THE MOMENT OF OVER TURNING PER SECTION
 1609.5.3.
  
 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE
 CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND
 DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS,
 FASTENING REQUIREMENTS, FLASHING REQUIREMENTS AND WIND
 RESISTANCE RATING THAT ARE REQUIRED TO BE INSTALLED.
 PRODUCT EVALUATION AND INSTALLATION SHALL INDICATE
 COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR THE
 SPECIFIC SITE OR A STATEMENT BY AN ARCHITECT OR
 ENGINEER FOR THE SPECIFIC SITE MUST BE SUBMITTED WITH
 THE CONSTRUCTION DOCUMENTS.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE ANY VOIDED SHEETS & 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.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
 .
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-02-18 Cont ID  
Sent By jwitmer Date 2015-02-18 Time 11:48 Rev Time 0.00
Received By jwitmer Date 2015-02-12 Time 08:36 Sent To  
Notes
2015-02-13 08:37:25SENT TO J WITMER
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-12-07 Cont ID  
Sent By jwitmer Date 2014-12-07 Time 09:57 Rev Time 0.00
Received By jwitmer Date 2014-12-04 Time 16:49 Sent To B
Notes
***NONE***


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