Plan Review Details - Permit 09030022
Plan Review Stops For Permit 09030022
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2009-05-26 Cont ID  
Sent By jwitmer Date 2009-05-26 Time 12:55 Rev Time 0.55
Received By jwitmer Date 2009-05-26 Time 12:55 Sent To PC
Notes
2009-05-26 12:55:53SITE SPECIFIC ENGINEERING FOR SCREEN SHUTTERS,

Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2009-04-20 Cont ID  
Sent By shill Date 2009-04-20 Time 13:44 Rev Time 0.00
Received By shill Date 2009-04-20 Time 13:44 Sent To  
Notes
2009-04-20 15:03:15****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2007
 FBC EB FLORIDA BUILDING CODE 2007 EXISTING BUILDING
 CODE
 FBC R FLORIDA BUILDING CODE 2007 RESIDENTIAL
 FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2007
 FAC FLORIDA ADMINISTRATIVE CODE
 FS FLORIDA STATUTE
  
 1. WHITE OUT HAS BEEN USED TO ALTER SHEET 1 OF 12. PER
 BUILDING OFFICIAL, PLEASE PROVIDE AN ORIGINAL DOCUMENT
 WITH ALL CHANGES INCORPORATED INTO THE DOCUMENT.

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2009-04-13 Cont ID  
Sent By shill Date 2009-04-13 Time 14:43 Rev Time 0.00
Received By shill Date 2009-04-13 Time 14:43 Sent To  
Notes
2009-04-13 14:44:40***PROVISO***
 LOCAL PRODUCT APPROVAL REQUIRED (MODIFYING CONCRETE
 REQUIREMENT FROM 3500PSI TO 2500PSI, STORMCATCHER)
 PRIOR TO FINAL INSPECTION
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2009-03-09 Cont ID  
Sent By shill Date 2009-03-09 Time 13:11 Rev Time 0.00
Received By shill Date 2009-03-09 Time 13:11 Sent To  
Notes
2009-03-09 13:31:41****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2007
 FBC EB FLORIDA BUILDING CODE 2007 EXISTING BUILDING
 CODE
 FBC R FLORIDA BUILDING CODE 2007 RESIDENTIAL
 FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2007
 FAC FLORIDA ADMINISTRATIVE CODE
 FS FLORIDA STATUTE
  
  
 1. SCREENS, PLEASE PROVIDE EVIDENCE THAT THE SUBSTRATE
 MEETS MINIMUM DESIGN STRENGTH OF 3500PSI, SEE SHEET 1
 OF 12.
  
 2. ACCORDIONS, SEE SHEET 11. BLOCK SUBSTRATE, SPAN OVER
 6' REQUIRE 6" ANCHOR SPACING, 9" SPECIFIED.
  
  

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2009-04-29 Cont ID  
Sent By dpalmer Date 2009-04-29 Time 08:41 Rev Time 0.00
Received By dpalmer Date 2009-04-29 Time 08:41 Sent To B
Notes
2009-04-29 08:42:15TO SH DESK

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2009-04-08 Cont ID  
Sent By adarroug Date 2009-04-08 Time 10:59 Rev Time 0.00
Received By adarroug Date 2009-04-08 Time 10:59 Sent To B
Notes
2009-04-08 11:00:03TO "SHILL" DESK/RESUB

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2009-03-09 Cont ID  
Sent By shill Date 2009-03-09 Time 13:31 Rev Time 0.00
Received By shill Date 2009-03-04 Time 09:04 Sent To  
Notes
2009-03-04 09:04:25TO "MISC" BOX#1


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