Plan Review Details - Permit 20070593
Plan Review Stops For Permit 20070593
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2020-08-24 Cont ID  
Sent By rmcphers Date 2020-08-24 Time 13:43 Rev Time 0.00
Received By rmcphers Date 2020-08-24 Time 13:43 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2020-07-23 Cont ID  
Sent By jbrooks Date 2020-07-23 Time 12:18 Rev Time 0.00
Received By jbrooks Date 2020-07-23 Time 12:18 Sent To  
Notes
2020-07-23 12:18:58JONATHAN BROOKS JR.
 BUILDING PLANS EXAMINER
 WORK HOURS TUESDAY & THURSDAY 7:00 AM TO 3:00 PM
 (561) 805-6716 ALTERNATE: CONTACT SAMANTHA HILL (561)
 805-6724
 [email protected]
  
 1ST REVIEW: FBC 2017 6TH EDITION
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC R = FBC RESIDENTIAL
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 WPB A = CITY OF WEST PALM BEACH AMENMENTS TO THE FBC
 RESULTS: DENIED
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
 IF THE RESUBMITTAL IS NOT PREPARED BY A DESIGN
 PROFESSIONAL (ARCHITECT OR ENGINEER), AND THE PAGES ARE
 11X17 OR SMALLER, YOU MAY RESUBMIT ALONG WITH A
 COMPLETED RESUBMITTAL FORM, VIA EMAIL TO
 [email protected]. THE EMAIL SHOULD INCLUDE THE PERMIT
 NUMBER AND "RESUBMITTAL" IN THE SUBJECT LINE. THE
 RESUBMITTAL FORM CAN BE FOUND AT THIS WEBSITE:
 HTTP://WPB.ORG/DEPARTMENTS/DEVELOPMENT-SERVICES/FORMS/B
 UILDING-PERMIT-FORMS
  
 1. FBC B 107.2.1. ON THE SCHEDULE FOR INSTALLATION OF
 PROTECTIVE DEVICES OR ASSEMBLIES: PLEASE CORRECT COLUMN
 HEADING ?ANCHOR SPACING? PROVIDE INFORMATION FROM
 SHEETS 10-11 FL13757-R6. EXAMPLE 2.5? MIN EDGE
 DISTANCE; SUBSTRATE POURED CONCRETE, MAXIMUM SPAN
 8?-8?, LOAD (PSF) 110; C2 CONNECTION TYPE, USING
 TAPCONS ANCHOR SPACING IS 7.5? MAXIMUM.
 2. FBC B 107.2.1. ON THE SCHEDULE FOR INSTALLATION OF
 PROTECTIVE DEVICES OR ASSEMBLIES: PLEASE CORRECT COLUMN
 HEADING ?ANCHOR SPACING? PROVIDE INFORMATION FROM
 SHEETS 10-11 FL13757-R6. EXAMPLE 2.5? MIN EDGE
 DISTANCE; SUBSTRATE HOLLOW CONCRETE BLOCK, MAXIMUM SPAN
 8?-8?, LOAD (PSF) 110; C2 CONNECTION TYPE, USING
 TAPCONS, THIS ANCHOR CONDITION IS NOT ACCEPTABLE AS PER
 ANCHOR NOTES SHEET 10.
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-08-24 Cont ID  
Sent By rmcphers Date 2020-08-24 Time 13:45 Rev Time 0.00
Received By rmcphers Date 2020-08-07 Time 16:15 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-07-23 Cont ID  
Sent By jbrooks Date 2020-07-23 Time 12:19 Rev Time 0.00
Received By jbrooks Date 2020-07-20 Time 12:00 Sent To  
Notes
2020-07-20 12:01:04ROUTED TO BLD <$5K
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2020-08-24 Cont ID  
Sent By rmcphers Date 2020-08-24 Time 14:18 Rev Time 0.00
Received By rmcphers Date 2020-08-24 Time 14:18 Sent To  
Notes
2020-08-24 14:19:10SIGNATURE DOCUMENT ON FILE
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2020-08-24 Cont ID  
Sent By rmcphers Date 2020-08-24 Time 13:43 Rev Time 0.00
Received By rmcphers Date 2020-08-24 Time 13:43 Sent To  
Notes
2020-08-24 13:44:56SIGNED AND SEALED WIND DESIGN PRESSURES = 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 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.


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