Plan Review Details - Permit 09030178
Plan Review Stops For Permit 09030178
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2009-03-25 Cont ID  
Sent By jgomez Date 2009-03-25 Time 16:17 Rev Time 0.00
Received By jgomez Date 2009-03-25 Time 16:17 Sent To PC
Notes
2009-03-25 16:18:27CALCULATIONS SUBMITTED USING ASCE 7-05. (PACKAGE
 SUBMITTED VIA COURIER).

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2009-03-18 Cont ID  
Sent By jgomez Date 2009-03-18 Time 13:37 Rev Time 0.00
Received By jgomez Date 2009-03-18 Time 13:37 Sent To PC
Notes
2009-03-18 14:40:49RESIDENTIAL (R3) SOLAR PANELS, BUILDING REVIEW SECOND
 CHECKLIST.
 REVIEW UNDER 2007 FLORIDA RESIDENTIAL CODE WITH 2008
 REVISIONS.
  
 1- AS OF MARCH 1ST 2009 THE CODE IN EFFECT IS THE 2007
 FBC WITH THE 2008 REVISIONS. ENGINEER'S WIND LOAD
 DESIGN CRITERIA ON SHEET 3 OF 3 SUBMITTED THE FIRST
 TIME SPECIFIED THE ASCE 7-05 AS THE REFERENCE FOR THE
 DESIGN. THIS IS THE CORRECT ASCE 7 EDITION TO BE USED
 UNDER THE 2007 FBC. CALCULATIONS SUBMITTED NOW ARE DONE
 BASED ON THE ASCE 7-02. NEED TO REVISE CALCULATIONS
 USING THE ASCE 7-05 EDITION.
  
 2- CALCULATIONS SUBMITTED ARE USING "TOWN OF PALM
 BEACH" TABLE FOR WALL COMPONENTS AND CLADDING. THIS
 TABLE IS NOT ADOPTED BY THE CITY OF WEST PALM BEACH.
 THEREFORE IT CAN'T BE USED. ON THE OTHER HAND, DESIGN
 CRITERIA SHALL BE DONE USING THE ASCE 7-05 TABLES
 WITHOUT MIXING AND MATCHING OTHER TABLES.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2009-03-16 Cont ID  
Sent By jgomez Date 2009-03-16 Time 14:52 Rev Time 0.00
Received By jgomez Date 2009-03-16 Time 14:52 Sent To PC
Notes
2009-03-16 15:46:04RESIDENTIAL (R3) SOLAR PANELS, BUILDING REVIEW
 CHECKLIST.
 REVIEW UNDER 2007 FLORIDA RESIDENTIAL CODE WITH 2008
 REVISIONS.
  
 1- SHEET 3 OF 3 OF ENGINEERED DRAWINGS:
 A) SPECIFY POST SUPPORT SIZE, MATERIAL.
  
 B) CLARIFY HOW IS POST SUPPORT ATTACHED TO THE ROOF.
 DETAILS 5/3 AND 6/3 SHOW 6 -1/4" LAG SCREWS. ACCORDING
 TO THESE DETAILS THE SCREWS ARE ATTACHED TO THE PLYWOOD
 SHEATHING AND NOT TO THE FRAMING MEMBER. PROVIDE
 ENGINEERING ANALYSIS TO SHOW HOW THE PLYWOOD IS GOING
 TO RESIST THE WIND LOADS. SEC. R301 OF 2004 FLORIDA
 RESIDENTIAL CODE.
 ALSO, SPECIFY HOW LONG ARE THE SCREWS.
  
 C) SPECIFY HOW MANY 3/8" SS BOLTS ARE REQUIRED AT EACH
 CONNECTION.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712

Review Stop E ELECTRICAL
Rev No 1 Status P Date 2009-03-16 Cont ID  
Sent By btrobaug Date 2009-03-16 Time 12:09 Rev Time 0.00
Received By btrobaug Date 2009-03-16 Time 12:09 Sent To B
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2009-03-16 Cont ID  
Sent By jgomez Date 2009-03-16 Time 15:46 Rev Time 0.00
Received By jgomez Date 2009-03-10 Time 14:01 Sent To  
Notes
2009-03-10 14:01:14TO "E" BOX


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