Plan Review Details - Permit 16010745
Plan Review Stops For Permit 16010745
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2016-01-26 Cont ID  
Sent By ccole Date 2016-01-26 Time 08:33 Rev Time 0.00
Received By ccole Date 2016-01-26 Time 08:33 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-01-22 Cont ID  
Sent By ccole Date 2016-01-22 Time 16:29 Rev Time 0.00
Received By ccole Date 2016-01-22 Time 16:20 Sent To  
Notes
2016-01-22 16:35:301ST REVIEW: FBC 2014 BUILDING
 PERMIT #16010745
 1/22/16
  
 1) PLEASE SUBMIT THE UPDATED, REVISED PRODUCT APPROVAL
 FOR THE POLYGLASS- FL1654-R17, AND NOTE THAT
 ENGINEERING MAY BE REQUIRED AS INDICATED ON SHEET 2
 NOTES LISTED BELOW:
 8. FOR MECHANICALLY ATTACHED COMPONENTS OR PARTIALLY
 BONDED INSULATION, THE MAXIMUM DESIGN PRESSURE FOR THE
 SELECTED ASSEMBLY SHALL MEET OR EXCEED THE ZONE 1
 DESIGN PRESSURE DETERMINED IN ACCORDANCE WITH FBC
 CHAPTER 16, AND ZONES 2 AND 3 SHALL EMPLOY AN
 ATTACHMENT DENSITY DESIGNED BY A QUALIFIED DESIGN
 PROFESSIONAL TO RESIST THE ELEVATED PRESSURE CRITERIA.
 COMMONLY USED METHODS ARE RAS 117 AND FM LPDS 1-29.
 ASSEMBLIES MARKED WITH AN ASTERISK* CARRY THE
 LIMITATIONS SET FORTH IN SECTION 2.2.1.5.1(A) OF FM
 LPDS 1-29 FOR ZONE 2/3 ENHANCEMENTS.
 9. FOR FULLY BONDED ASSEMBLIES, THE MAXIMUM DESIGN
 PRESSURE FOR THE SELECTED ASSEMBLY SHALL MEET OR EXCEED
 CRITICAL DESIGN PRESSURE DETERMINED IN ACCORDANCE WITH
 FBC CHAPTER 16, AND NO RATIONAL ANALYSIS IS PERMITTED.
 10. FOR MECHANICALLY ATTACHED COMPONENTS OVER EXISTING
 DECKS, FASTENERS SHALL BE TESTED IN THE EXISTING DECK
 FOR WITHDRAWAL RESISTANCE. A QUALIFIED DESIGN
 PROFESSIONAL SHALL REVIEW THE DATA FOR COMPARISON TO
 THE MINIMUM REQUIREMENTS FOR THE SYSTEM. TESTING AND
 ANALYSIS SHALL BE IN ACCORDANCE WITH TAS 105 OR
 ANSI/SPRI FX-1.
 11. FOR EXISTING SUBSTRATES IN A BONDED RECOVER
 INSTALLATION, THE EXISTING ROOF SYSTEM SHALL BE
 EXAMINED FOR COMPATIBILITY AND BOND PERFORMANCE WITH
 THE SELECTED ADHESIVE, AND THE EXISTING ROOF SYSTEM
 SHALL BE CAPABLE OF RESISTING PROJECT DESIGN PRESSURES
 ON ITS OWN MERIT TO THE SATISFACTION OF THE AHJ, AS
 DOCUMENTED THROUGH FIELD UPLIFT TESTING IN ACCORDANCE
 WITH ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 OR TAS
 124.
  
 CHRISTOPHER L. COLE
 BUILDING PLANS EXAMINER
 561-805-6719
 [email protected]
  


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