Plan Review Details - Permit 15040204
Plan Review Stops For Permit 15040204
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2015-05-06 Cont ID  
Sent By shill Date 2015-05-06 Time 12:21 Rev Time 0.00
Received By shill Date 2015-05-06 Time 12:21 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2015-05-05 Cont ID  
Sent By shill Date 2015-05-05 Time 09:01 Rev Time 0.00
Received By shill Date 2015-05-05 Time 09:01 Sent To  
Notes
2015-05-05 09:02:59****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. NEW ENGINEERING WITH NEW DESIGN PRESSURES WAS
 SUBMITTED, BUT THE OTHER DOCUMENTS (FLOOR PLAN WITH
 DESIGN PRESSURES, PRODUCT APPROVAL) WERE NOT UPDATED.
 PLEASE INCORPORATE THE NEW DESIGN PRESSURES INTO THE
 PERMIT DOCUMENTS, FBC 1609.
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2015-04-22 Cont ID  
Sent By shill Date 2015-04-22 Time 15:26 Rev Time 0.00
Received By shill Date 2015-04-22 Time 08:16 Sent To  
Notes
2015-04-22 15:28:46COURTESY REVIEW -
  
 SPOKE WITH FIRE - THEY AGREED THAT, WHILE THE BUILDING
 MAY NOT BE 180', IT CANNOT BE DETERMINED WITH CERTAINTY
 THAT THE BUILDING IS LESS THAN 160' DUE TO POSSIBLE
 VARIANCES IN FLOOR HEIGHTS ON FLOORS OTHER THAN THE ONE
 FLOOR MEASURED BY CONTRACTOR. EITHER REVISE PLAN TO A
 HEIGHT OF 180' OR PROVIDE DOCUMENTATION FROM A LICENSED
 PROFESSIONAL (SUCH AS A SURVEYOR) PROVIDING AN EXACT
 BUILDING HEIGHT.
  
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-04-08 Cont ID  
Sent By shill Date 2015-04-08 Time 08:04 Rev Time 0.00
Received By shill Date 2015-04-08 Time 08:04 Sent To  
Notes
2015-04-08 08:26:48****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. 160 FT IS CIRCLED ON ENGINEERING AS BUILDING HEIGHT.
 HOW HAS THIS BEEN DETERMINED? MOST CONTRACTORS USE 10'
 PER STORY TO ESTIMATE BUILDING HEIGHT (USUALLY 200' FOR
 THIS BUILDING). BASED ON PAPA RECORDS, THIS APPEARS TO
 BE 19 OR 20 STORIES TALL. PROVIDE JUSTIFICATION TO
 DOCUMENT USE OF 160' FOR BUILDING PRESSURES.
  
  

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-04-08 Cont ID  
Sent By shill Date 2015-04-08 Time 08:26 Rev Time 0.00
Received By shill Date 2015-04-07 Time 12:54 Sent To  
Notes
2015-04-07 14:57:44SENT TO MISCELLANEOUS SHELF #1 FOR REVIEW. JG.


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