Plan Review Details - Permit 20070295
Plan Review Stops For Permit 20070295
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2020-08-31 Cont ID  
Sent By rmcphers Date 2020-08-31 Time 09:17 Rev Time 0.00
Received By rmcphers Date 2020-08-31 Time 09:17 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2020-07-27 Cont ID  
Sent By rmcphers Date 2020-07-27 Time 09:40 Rev Time 0.00
Received By rmcphers Date 2020-07-27 Time 09:35 Sent To  
Notes
2020-07-27 09:39:50SHED
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected].
 CODE USED FOR REVIEW - 2017 FBC WITH WPB CHAPTER 1
 AMENDMENTS
  
 CORRECTIONS NEEDED - FBC WPB AMENDMENTS 107
 1) SHED TIEDOWN DRAWINGS ARE NOT PART OF THE STATE
 APPROVED SHED DRAWINGS - PLEASE PROVIDE AN ORIGINAL
 SIGNED AND SEALED SHED TIEDOWN DRAWING FROM AN
 ARCHITECT OR ENGINEER TO MEET THE WIND LOADS FBC 1609
  
 FYI = SHED TIEDOWN DRAWING ONLY = SIGNED AND SEALED
 DRAWINGS IN PROJECTDOX NEED TO BE
 DIGITALLY/ELECTRONICALLY SIGNED BY THE ENGINEER OR
 ARCHITECT TO BE USED IN ELECTRONIC PLAN REVIEW.
 DRAWINGS DO NOT SHOW IN "ADOBE READER" AS
 DIGITALLY/ELECTRONICALLY SIGNED. - OR - IF YOUR
 ENGINEER OR ARCHITECT DOES NOT HAVE AN ELECTRONIC OR
 DIGITAL SIGNATURE - PLEASE DROP OFF (CITY HALL DROP
 BOX) THE ORIGINAL SIGNED AND SEALED DRAWINGS/DOCUMENTS
 ALONG WITH A "PLAN REVIEW REQUEST FORM" EXPLAINING THE
 REASON FOR SUBMITTING THE DOCUMENT OR DRAWINGS. PLAN
 REVIEW REQUEST FORM CAN BE OBTAINED BY E MAILING
 [email protected] AND ASKING FOR THE FORM. (AT THIS TIME DROP
 BOX ITEMS MAY TAKE 2 TO 3 WEEKS TO PROCESS, TO SEND TO
 PLAN REVIEW - DUE TO LIMITED STAFF INSIDE THE BUILDING
 DEPT.)
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-08-31 Cont ID  
Sent By rmcphers Date 2020-08-31 Time 09:18 Rev Time 0.00
Received By rmcphers Date 2020-08-27 Time 13:26 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-08-14 Cont ID  
Sent By ccarvaja Date 2020-08-14 Time 10:16 Rev Time 0.00
Received By ccarvaja Date 2020-07-13 Time 17:26 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2020-08-31 Cont ID  
Sent By rmcphers Date 2020-08-31 Time 09:17 Rev Time 0.00
Received By rmcphers Date 2020-08-31 Time 09:17 Sent To  
Notes
2020-08-31 09:18:10EMERGENCY RULE APPLIED 61G15ER20-4
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2020-07-27 Cont ID  
Sent By rmcphers Date 2020-07-27 Time 09:40 Rev Time 0.00
Received By rmcphers Date 2020-07-27 Time 09:40 Sent To  
Notes
2020-07-27 09:40:47SEE BUILDING PLAN REVIEW
Review Stop Z ZONING
Rev No 1 Status P Date 2020-08-13 Cont ID  
Sent By rthermid Date 2020-08-13 Time   Rev Time  
Received By rthermid Date 2020-08-13 Time   Sent To I
Notes
2020-08-14 08:00:53THE SETBACKS FOR A SHED ARE:
 FRONT: 25 FT
 SIDE: 5 FT
 REAR: 5 FT
 THE MAXIMUM SQUARE FOOTAGE FOR AN ACCESSORY
 STRUTURE(SHED) SHALL NOT EXCEED 75% OF THE GROSS FLOOR
 AREA OF THE PRIMARY STRUCTURE WITH A MAXIMUM FLOOR AREA
 OF 1000 SQUARE FT.


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