Plan Review Details - Permit 13101080
Plan Review Stops For Permit 13101080
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2013-11-20 Cont ID  
Sent By rmcdouga Date 2013-11-20 Time 15:27 Rev Time 0.00
Received By rmcdouga Date 2013-11-19 Time 16:45 Sent To  
Notes
2013-11-20 15:28:34REQUESTED TESTING AND ENGINEERING WAS SUBMITTED.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2013-10-30 Cont ID  
Sent By rmcdouga Date 2013-10-30 Time 16:26 Rev Time 0.00
Received By rmcdouga Date 2013-10-30 Time 16:26 Sent To  
Notes
2013-10-30 18:49:132010 FBC
  
 DENIED BY BUILDING
  
 1) SUBMIT TWO COPIES OF THE MOISTURE SURVEY FOR THE
 ROOF. CI
  
 2) THE UPLIFT PRESSURES SPECIFIED APPEAR TO BE LOW FOR
 A BUILDING LOCATED IN EXPOSURE CATEGORY D IN A 170 MPH
 VULT WIND SPEED WITH A MEAN ROOF HEIGHT OF 90 FT.
 SUBMIT TWO SIGNED AND SEALED SETS OF CALCULATIONS THAT
 SHOW HOW THE UPLIFT PRESSURES FOR THE LOW SLOPE ROOF
 WERE DETERMINED.
  
 3) SUBMIT TWO SETS OF FIELD WITHDRAWL RESISTANCE TEST
 RESULTS FOR THE ROOF IN ACCORDANCE WITH TAS 105 AS
 REQUIRED BY LIGHTWEIGHT CONCRETE DECK SYSTEM LIMITATION
 NUMBER 1 ON PAGE 39 OF NOA #13-0409.7.
  
 4) SUBMIT CALCULATIONS FOR THE REQUIRED FASTENER
 RESISTANCE VALUE FOR THE MAXIMUM DESIGN PRESSURE VALUE
 OF -75 PSF OF THE SELECTED SYSTEM. IF THE WITHDRAWL
 RESISTANCE VALUES ARE LESS THAN THE VALUES REQUIRED BY
 THE SPECIFIED SYSTEM, SUBMIT REVISED RAS 117
 CALCULATIONS THAT UTILIZE THE WITHDRAWL VALUES OF THE
 TESTING. SEE GENERAL LIMITATION #6 ON PAGE 39 OF THE
 NOA.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]


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