Plan Review Details - Permit 14050337
Plan Review Stops For Permit 14050337
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2014-06-03 Cont ID  
Sent By shill Date 2014-06-03 Time 13:23 Rev Time 0.00
Received By shill Date 2014-06-03 Time 13:23 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2014-05-28 Cont ID  
Sent By shill Date 2014-05-28 Time 14:42 Rev Time 0.00
Received By shill Date 2014-05-28 Time 14:42 Sent To  
Notes
2014-05-28 14:50:24****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. SEE FBC 2010 RESIDENTIAL FIGURE 301.2(7),
 EDGE/CORNER ZONE TO BE 4' (3' SPECIFIED ON THE
 ENGINEERING).
  
 2. ASSEMBLY PROPOSED IS NOT CLEAR. CONTRACTOR HAD
 ORIGINALLY INDICATED AN ASSEMBLY WHICH USES RING SHANK
 NAILS AND TIN CAPS AS FASTENERS, -52.5 PSF.
  
 A DIFFERENT ASSEMBLY IS NOW CIRCLED WHICH USES DRILL
 TEC FASTENERS AND PLATES, -45 PSF. ENGINEERING REFERS
 TO -45 PSF LIMITATION, BUT LANGUAGE IN NAILING PATTERN
 REFERS TO "TTAG".
  
 IF CONTRACTOR PROPOSES TO USE THE ASSEMBLY WHICH
 SPECIFIES DRILL TEC FASTNERS/PLATES, NO ACTION
 REQUIRED. IF CONTRACTOR WOULD LIKE TO INSTALL THE
 ASSEMBLY WHICH USES NAILS AND TIN TAGS, REVISE
 ENGINEERING ACCORDINGLY.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-05-09 Cont ID  
Sent By shill Date 2014-05-09 Time 13:49 Rev Time 0.00
Received By shill Date 2014-05-09 Time 13:49 Sent To  
Notes
2014-05-09 13:53:35****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. THE ASSEMBLY SELECTED ON PAGE 25 HAS A DESIGN
 PRESSURE LIMITATION OF -52.5. SEE THE LAST PAGE OF THE
 NOA, GENERAL LIMITATION #7, ENGINEERING IS REQUIRED FOR
 THE ENHANCED FASTENING (ZONES 2&3).
  


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