Plan Review Details - Permit 09030085
Plan Review Stops For Permit 09030085
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2009-04-21 Cont ID  
Sent By shill Date 2009-04-21 Time 08:15 Rev Time 0.00
Received By shill Date 2009-04-21 Time 08:15 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2009-04-06 Cont ID  
Sent By shill Date 2009-04-06 Time 11:08 Rev Time 0.00
Received By shill Date 2009-04-06 Time 11:08 Sent To  
Notes
2009-04-06 11:10:03****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2004
 FBC EB FLORIDA BUILDING CODE 2004 EXISTING BUILDING
 CODE
 FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL
 FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004
 FAC FLORIDA ADMINISTRATIVE CODE
 FS FLORIDA STATUTE
  
 PLEASE SEE COMMENT FROM REVIEW OF MASTER PERMIT;
 09010024, AND PREVIOUS ROOF PERMIT REVIEW :
  
  
 1. CONTRACTOR MUST SELECT AN APPROVED ASSEMBLY AND
 SPECIFY ENHANCED FASTENING.
  
 A DIFFERENT NOA WAS SUBMITTED, ASSEMBLY SELECTED WHICH
 MEETS A MAXIMUM DESIGN PRESSURE OF -52.5PSF. ENGINEER'S
 REQUIREMENT FOR ZONES 2 AND 3 IS -79.2PSF. PLEASE
 ADDRESS THE FOLLOWING:
  
 A. CLARIFY WHY ZONE 3 IS LOW; SEE FBC TABLE 1609.6.2.1
 (-89PSF REQUIRED FOR ZONE 3). CONTRACTOR MAY REMOVE THE
 ENGINEERING AND USE FBC TABLE 1609.6.2.1 FOR DESIGN
 PRESSURES FOR THE ROOF, OR ENGINEER CAN CLARIFY TO USE
 -79PSF (PROVIDE CALCULATIONS).
  
 B. SPECIFY ENHANCED FASTENING FOR CORNER AND PERIMETER
 ZONES.
  
 2. A NEW NOA SUBMITTED; PLEASE HAVE THIS REVIEWED BY
 DESIGNER OF RECORD FBC*106.3.3.
  
 3. AS THIS IS A CHANGE TO THE MASTER PERMIT, THIS WILL
 BE SUBMITTED AS A REVISION TO THE MASTER. INFORMATIONAL
 ONLY.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2009-03-16 Cont ID  
Sent By shill Date 2009-03-16 Time 08:24 Rev Time 0.00
Received By shill Date 2009-03-16 Time 08:24 Sent To  
Notes
2009-03-16 08:32:13****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2004
 FBC EB FLORIDA BUILDING CODE 2004 EXISTING BUILDING
 CODE
 FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL
 FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004
 FAC FLORIDA ADMINISTRATIVE CODE
 FS FLORIDA STATUTE
  
 PLEASE SEE COMMENT FROM REVIEW OF MASTER PERMIT;
 09010024, AND PREVIOUS ROOF PERMIT REVIEW:
  
  
 5. CONTRACTOR MUST SELECT AN APPROVED ASSEMBLY AND
 SPECIFY ENHANCED FASTENING.
  
 CONTRACTOR SUBMITTED NOA 060613.06 FOR THE FLAT DECK
 WITH THE MASTER PERMIT AND HIGHLIGHTED THE ASSEMBLY ON
 PAGE 12 (INSULATED DECK). THIS ASSEMBLY HAS A DESIGN
 PRESSURE LIMITATION OF -60PSF. SEE GENERAL LIMITATION
 #7 ON THE NOA, CALCULATIONS FOR ENHANCED FASTENING FOR
 PERIMETER AND CORNER ZONES ARE TO BE CALCULATED BY AN
 ARCHITECT, ENGINEER, OR REGISTERED ROOF CONSULTANT.
  
 DELEGATED ENGINEERING (ENHANCED FASTENING CALCULATIONS)
 ARE TO BE REVIEWED BY ENGINEER OF RECORD FAC61G15-31.
  
 2ND ROOF PERMIT REVIEW, ENGINEERING SPECIFYING ROOF
 PRESSURES WAS SUBMITTED AS WELL AS ROOF SHEATHING
 NAILING PATTERN. THIS SHOULD HAVE BEEN INCLUDED ON THE
 MASTER PERMIT; THIS DOES NOT ADDRESS THE COMMENT.
 CALCULATIONS IN ACCORDANCE WITH RAS117 FOR THE
 INSULATION BOARD IS REQUIRED. ZONES 2 AND 3 HAVE A
 DESIGN PRESSURE OF -79.2, BUT THE ASSEMBLY SELETED HAS
 A DESIGN PRESSURE LIMITATION OF -60PSF. ENHANCED
 FASTENING IN ACCORDANCE WITH RAS117 REQUIRED FOR THIS
 ASSEMBLY (-60PSF) TO MEET THE DESIGN PRESSURE (-79.2).
  
 SEE PAGE 20 OF THE NOA, ITEM 7:
  
 PERMIETER AND CORNER AREAS SHALL COMPLY WITH THE
 ENHANCED UPLIFT PRESSURE REQUIREMENTS OF THESE AREAS.
 FASTENER DENSITIES SHALL BE INCREASED FOR BOTH
 INSULATION AND BASE SHEET AS CALCULATED IN COMPLIANCE
 WITH ROOFING APPLICATION STANDARD RAS 117. CALCULATIONS
 PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED
 PROFESSIONAL ENGINEER, REGISTERED ARCHITECT, OR
 REGISTERED ROOF CONSLUTANT.
  
 THE ENGINEERING SUBMITTED IS ENTITLED "ROOF AND WALL
 NAILING SCHEDULE." THIS IS ROOF SHEATHING NAILING
 SCHEDULE, NOT THE ROOF ASSEMBLY NAILING SCHEDULE. THIS
 APPLIES TO THE PLYWOOD INSTALLATION, NOT THE ROOF
 ASSEMBLY (TAMKO BUR ROOFING SYSTEM) INSTALLATION.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2009-03-16 Cont ID  
Sent By shill Date 2009-03-05 Time 16:11 Rev Time 0.00
Received By shill Date 2009-03-05 Time 08:32 Sent To  
Notes
2009-03-05 16:19:00****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2004
 FBC EB FLORIDA BUILDING CODE 2004 EXISTING BUILDING
 CODE
 FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL
 FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004
 FAC FLORIDA ADMINISTRATIVE CODE
 FS FLORIDA STATUTE
  
 PLEASE SEE COMMENT FROM REVIEW OF MASTER PERMIT;
 09010024:
  
  
 5. PRODUCT APPROVALS REQUIRED FOR THE FLAT ROOF,
 PITCHED ROOF FAC9B72. FOR THE FLAT DECK, CONTRACTOR
 MUST SELECT AN APPROVED ASSEMBLY AND SPECIFY ENHANCED
 FASTENING IF NECESSARY. THIS MAY BE DONE WITH THE ROOF
 PERMIT APPLICATION; THIS INFORMATION IS REQUIRED BEFORE
 A ROOF PERMIT CAN BE ISSUED.
  
 CONTRACTOR SUBMITTED NOA 060613.06 FOR THE FLAT DECK
 WITH THE MASTER PERMIT AND HIGHLIGHTED THE ASSEMBLY ON
 PAGE 12 (INSULATED DECK). THIS ASSEMBLY HAS A DESIGN
 PRESSURE LIMITATION OF -60PSF. SEE GENERAL LIMITATION
 #7 ON THE NOA, CALCULATIONS FOR ENHANCED FASTENING FOR
 PERIMETER AND CORNER ZONES ARE TO BE CALCULATED BY AN
 ARCHITECT, ENGINEER, OR REGISTERED ROOF CONSULTANT.
  
 DELEGATED ENGINEERING (ENHANCED FASTENING CALCULATIONS)
 ARE TO BE REVIEWED BY ENGINEER OF RECORD FAC61G15-31.
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2009-04-20 Cont ID  
Sent By shill Date 2009-04-20 Time 11:39 Rev Time 0.00
Received By shill Date 2009-04-20 Time 11:39 Sent To  
Notes
2009-04-20 11:39:33TO SH DESK
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2009-03-05 Cont ID  
Sent By shill Date 2009-03-05 Time 16:10 Rev Time 0.00
Received By shill Date 2009-03-05 Time 16:10 Sent To  
Notes
***NONE***


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