Plan Review Details - Permit 19081519
Plan Review Stops For Permit 19081519
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2019-10-07 Cont ID  
Sent By dbattles Date 2019-10-07 Time 15:44 Rev Time 0.00
Received By dbattles Date 2019-10-07 Time 15:44 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2019-10-02 Cont ID  
Sent By rmcdouga Date 2019-10-02 Time 09:25 Rev Time 0.00
Received By rmcdouga Date 2019-10-02 Time 08:01 Sent To  
Notes
2019-10-02 08:19:49PLAN
 REVIEW COMMENTS
  
 3RD REVIEW: FBC SIXTH EDITION (2017)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) COMPLIED.
  
 2) COMPLIED.
  
 3) THIS COMMENT HAS NOT BEEN ADEQUATELY ADDRESSED. THE
 PROPOSED SYSTEM S-12 ON PAGE 21 OF 67 (FL#2533-R22)
 REQUIRES A BASE INSULATION LAYER THAT IS MECHANICALLY
 FASTENED TO THE STEEL ROOF DECK WITH 1 FASTENER PER 3.2
 SQFT. SPECIFY THE SIZE OF THE INSULATION BOARDS THAT
 WILL BE USED ( LENGTH X WIDTH ), PROVIDE CALCULATIONS
 THAT SPECIFY THE NUMBER OF FASTENERS PER ISO BOARD (FOR
 EACH ROOF ZONE) AND PROVIDE A FASTENER PLACEMENT DETAIL
 SHOWING THE REQUIRED LOCATION OF THE FASTENERS PER ISO
 BOARD (FOR EACH ROOF ZONE). SEE RAS 117. FBC 107.2.1.2
 ADDITIONAL COMMENTS.
 A) I DO SEE ON YOUR DRAWING THAT THE INSULATION PANELS
 ARE SPECIFIED AS 2 FT X 8 FT. THERE ARE NOT ANY 2 FT X
 8 FT FIGURES SHOWN IN RAS 117, THEREFORE I WOULD
 SUGGEST THAT 2 FT X 4 FT OR 4 FT X 8 FT PANELS BE USED.
 I ALSO SEE THAT THE INSULATION IN YOUR DRAWING APPEARS
 TO BE IN BETWEEN THE TOP FLANGES OF THE STEEL DECKING.
 PLEASE REFER TO FBC 2017 RAS NO. 117 (#4) INSULATION
 ATTACHMENT OVER STEEL DECKS. INSULATION PANELS ARE
 REQUIRED TO HAVE FULL CONTACT WITH THE TOP FLANGES OF
 THE STEEL DECKING.
 B) I HAVE REVIEWED YOUR CALCULATIONS AND AGREE THAT
 THEY ARE CONSISTENT WITH THE ATTACHMENT AND ENHANCED
 FASTENING OF A CONTINUOUS BASE SHEET. HOWEVER, THIS
 DOES NOT WORK FOR INSULATION PANELS BECAUSE THEY ARE
 NOT CONTINOUS AND AT SOME POINTS YOU WOULD HAVE
 FASTENERS IN THE PANEL BUTT JOINTS. (NOTE: ON PAGE 3 OF
 YOUR REPORT THE COMPUTED FASTENER SPACING FOR THE
 PERIMETER AND CORNER IS REQUIRED TO BE ROUNDED DOWN,
 8.54 INCHES SHOULD BE 8 INCHES AND 4.26 INCHES SHOULD
 BE 4 INCHES.) SEE RAS 117 (#3.1) FOR THE REQUIRED
 INSTALLATION OF FASTENERS AT INSULATION PANEL EDGES.
 C) SEE RAS 117 (#9) FOR THE GENERAL EQUATION TO USE FOR
 DETERMINING THE NUMBER OF FASTENERS FOR PERIMETER AND
 CORNER AREAS AND SEE FIGURES 1-4 OF THIS APPLICATION
 STANDARD FOR COMPLIANT FASTENER SPACING.
  
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2019-09-23 Cont ID  
Sent By rmcdouga Date 2019-09-23 Time 15:54 Rev Time 0.00
Received By rmcdouga Date 2019-09-23 Time 13:09 Sent To I
Notes
2019-09-23 14:02:17PLAN
 REVIEW COMMENTS
  
 2ND REVIEW: FBC SIXTH EDITION (2017)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THE ENGINEERING FOR ENHANCED FASTENING THAT WAS
 SUBMITTED IS BASED ON A WIND PRESSURE ANALYSIS USING
 ASCE 7-16. THIS STANDARD IS NOT REFERENCED BY THE FBC
 2017 SIXTH EDITION. THE 2017 FBC REFERENCES ASCE 7-10
 WHICH IS THE STANDARD THAT IS REQUIRED TO BE USED. FBC
 107.3
  
 2) THE ENGINEER'S LETTER IS ADDRESSED TO PALM BEACH
 COUNTY AND THE PROJECT IS LOCATED IN THE CITY OF WEST
 PALM BEACH. PLEASE CORRECT. FBC 107.2.1
  
 3) THE PROPOSED SYSTEM S-12 ON PAGE 21 OF 67
 (FL#2533-R22) REQUIRES A BASE INSULATION LAYER THAT IS
 MECHANICALLY FASTENED TO THE STEEL ROOF DECK WITH 1
 FASTENER PER 3.2 SQFT. SPECIFY THE SIZE OF THE
 INSULATION BOARDS THAT WILL BE USED ( LENGTH X WIDTH ),
 PROVIDE CALCULATIONS THAT SPECIFY THE NUMBER OF
 FASTENERS PER ISO BOARD (FOR EACH ROOF ZONE) AND
 PROVIDE A FASTENER PLACEMENT DETAIL SHOWING THE
 REQUIRED LOCATION OF THE FASTENERS PER ISO BOARD (FOR
 EACH ROOF ZONE). SEE RAS 117. FBC 107.2.1.2
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2019-09-09 Cont ID  
Sent By rmcdouga Date 2019-09-09 Time 09:56 Rev Time 0.00
Received By rmcdouga Date 2019-09-09 Time 09:56 Sent To I
Notes
2019-09-09 09:55:59PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC SIXTH EDITION (2017)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THIS ONE STORY STRUCTURE IS LOCATED IN A 170 MPH
 WINDSPEED AND THE DEFAULT EXPOSURE CATEGORY IS C.
 SYSTEM S-12 ON SHEET 21 0F 67 OF PRODUCT APPROVAL
 FL2533-R22 HAS A MAXIMUM DESIGN PRESSURE OF -45.0 PSF.
 THIS PRESSURE IS TOO LOW FOR ROOF ZONES 2 (PERIMETER)
 AND 3 (CORNER). SUBMIT TWO SETS OF SIGNED AND SEALED
 ENHANCED FASTENING CALCULATIONS. THIS ASSEMBLY IS
 MARKED WITH AN ASTERISK AND IS REQUIRED TO COMPLY WITH
 THE LIMITATIONS SET FORTH IN SECTION 2.2.10.1 OF FM
 LOSS PREVENTION DATA SHEET 1-29 (JANUARY 2016) FOR ZONE
 2/3 ENHANCEMENTS AS SPECIFIED ON PAGE 5 OF 6 OF THE
 EVALUATION REPORT.
  
 2) PROVIDE A COPY OF FM LOSS PREVENTION DATA SHEET 1-29
 (JANUARY 2016). FBC 107.2.1
  
 3) PROVIDE TWO SETS OF ARCHITECT'S DETAILS FOR
 INSTALLION OF THE ISO BOARD AND PARAPET FLASHING
 DETAILS.
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2019-10-07 Cont ID  
Sent By dbattles Date 2019-10-07 Time 15:45 Rev Time 0.00
Received By dbattles Date 2019-10-07 Time 15:45 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-09-23 Cont ID  
Sent By rmcdouga Date 2019-09-23 Time 15:54 Rev Time 0.00
Received By rmcdouga Date 2019-09-18 Time 14:28 Sent To  
Notes
2019-09-19 14:29:04RESUB ROUTED TO RMCDOUGAL
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2019-09-09 Cont ID  
Sent By rmcdouga Date 2019-09-09 Time 09:56 Rev Time 0.00
Received By rmcdouga Date 2019-09-05 Time 11:11 Sent To  
Notes
***NONE***


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