Plan Review Details - Permit 06091088
Plan Review Stops For Permit 06091088
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2006-10-20 Cont ID  
Sent By jgomez Date 2006-10-20 Time 17:18 Rev Time 0.50
Received By jgomez Date 2006-10-20 Time 17:18 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2006-10-13 Cont ID  
Sent By jgomez Date 2006-10-13 Time 14:15 Rev Time 1.00
Received By jgomez Date 2006-10-13 Time 14:15 Sent To  
Notes
2006-10-13 14:29:54BUILDING REVIEW SECOND CHECKLIST:
 1- COMPLETE RAS 117 CALCULATIONS WERE REQUESTED ON
 PREVIOUS CHECKLIST TO SHOW FASTENER SPACING THAT MEETS
 THE CALCULATED DESIGN PRESSURES. CALCULATIONS WERE NOT
 SUBMITTED. INSTEAD AN ENGINEER'SRECOMMENDED FASTENER
 SPACING WAS PROVIDED.
  
 2- FASTENER SPACING FROM FEDERAL ENGINEERING & TESTING
 DOESN'T WORK TO MEET THE CALCULATED DESIGN PRESSURES.
 ENGINEER TO PROVIDE COMPLETE RAS 117 CALCULATIONS TO
 SHOW HOW THE RECOMMENDED FASTENING PATTERN MEETS THE
 CALCULATED DESIGN PRESSURES. SEC. 106.1.2 CITY
 AMENDMENTS TO FBC 2004.
  
 3- FEDERAL ENGINEERING & TESTING ENGINEERINGNEEDS TO
 PROVIDE THE FIRM'S CERTIFICATE OF AUTHORIZATION NUMBER
 AS REQUIRED BY FLORIDA ADMINISTRATIVE CODE SEC.
 61G15-23.002. SEE ATTACHED COPY.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-10-02 Cont ID  
Sent By jgomez Date 2006-10-02 Time 10:42 Rev Time 0.40
Received By jgomez Date 2006-10-02 Time 10:42 Sent To  
Notes
2006-10-02 00:00:00BUILDING REVIEW CHECKLIST:
 1- NOTICE OF COMMENCEMENT IS INCOMPLETE.
 THERE IS NOT INFORMATION GIVEN FOR
 CONTRACTOR. COMPLETE ALL INFORMATION AND
 RE-RECORD NOTICE OF COMMENCEMENT.
  
 2- BASE SHEET FASTENER SPACING PROVIDED
 FOR WOOD DECK DOESN'T WORK. PROVIDE
 COMPLETE RAS 117 CALCULATIONS AS
 REQUIRED BY GENERAL LIMITATION #7 TO
 SHOW FASTENER SPACING THAT MEETS THE
 CALCULATED DESIGN PRESSURES.
  
 ***NOTES:
 A) TAKE INTO CONSIDERATION THAT THE
 MIN. FASTENER SEPARATION SHALL NOT BE
 LESS THAN 4" O.C.. SEE SECTION 8.1 FROM
 RAS 117 STANDARD.
 B) THERE IS NOT NEED TO USE RAS 120
 STANDARD TO GET THE ROOF DESIGN
 PRESSURES. TABLE 1609.6B FROM 2004
 FLORIDA BUILDING CODE CAN BE USED ALSO.
 THE CITY OF WPB IS LOCATED IN BUILDING
 EXPOSURE B WITH 140MPH WIND LOAD.
  
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2006-10-13 Cont ID  
Sent By adarroug Date 2006-10-13 Time 11:01 Rev Time 0.00
Received By adarroug Date 2006-10-13 Time 11:01 Sent To B
Notes
2006-10-13 11:02:17TO "JGOMEZ" DESK/RESUB


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