Plan Review Details - Permit 22030552
Plan Review Stops For Permit 22030552
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2022-03-17 Cont ID  
Sent By cpuell Date 2022-03-17 Time 12:01 Rev Time 0.00
Received By cpuell Date 2022-03-17 Time 12:01 Sent To  
Notes
2022-03-17 12:01:44WORK TO BE DONE ON 6TH FLOOR ONLY
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2022-03-16 Cont ID  
Sent By shill Date 2022-03-16 Time 06:47 Rev Time 0.00
Received By shill Date 2022-03-16 Time 06:47 Sent To  
Notes
2022-03-16 06:47:34ADDRESS OF 360 OR 366 ROSEMARY WILL BE DETERMINED PRIOR
 TO ISSUANCE
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2022-04-05 Cont ID  
Sent By rmcdouga Date 2022-04-05 Time 07:36 Rev Time 0.00
Received By rmcdouga Date 2022-04-05 Time 07:36 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2022-03-30 Cont ID  
Sent By rmcdouga Date 2022-03-30 Time 08:55 Rev Time 0.00
Received By rmcdouga Date 2022-03-30 Time 08:01 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2022-03-15 Cont ID  
Sent By rmcdouga Date 2022-03-15 Time 10:48 Rev Time 0.00
Received By rmcdouga Date 2022-03-15 Time 10:48 Sent To  
Notes
2022-03-15 11:19:33PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC SEVENTH EDITION (2020)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THIS PROPOSED STRUCTURAL WORK IS TAKING PLACE IN A
 THRESHOLD BUILDING. SUBMIT THE REQUIRED THRESHOLD
 INSPECTOR DOCUMENTS. FBC AMENDMENTS 110.8
  
 2) THE DRAWINGS ARE REQUIRED TOO HAVE THE ENGINEER'S
 THRESHOLD STATEMENT ON THEM. THRESHOLD BLDG. REQUIRED
 STATEMENT: W.P.B. AMENDMENT 110.8.4.4 ALL PLANS FOR THE
 BUILDING WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY
 THE ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT
 THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S
 KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE
 APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE
 FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER
 633 FLORIDA STATUTES.
  
 3) SPECIFY THE LIVE LOADS FOR THE ROOF
 GARDEN/OCCUPIABLE ROOF ON THE PLANS. FBC 1607
  
 4) THE FRAMING PLAN ON SHEET S100 SHOWS THE PROPOSED
 SAW CUT OPENING IN THE HORIZONTAL FLANGE OF THE PRECAST
 DOUBLE TEE. THE NOTES CALL FOR AN 8" CMU CURB
 RE-INFORCED WITH #5 REBAR VERTICAL AND A BOND BEAM AT
 THE TOP REINFORCED WITH ONE #5 REBAR. PLEASE SPECIFY
 THE HEIGHT OF THE CURB ABOVE THE ROOF AND THE SIZE OF
 THE BOND BEAM. PLEASE CLARIFY IF THE VERTICAL
 REINFORCING BARS ARE TO BE AT 8" OC AND SPECIFY THE
 STRENGTH OF THE GROUT TO BE USED IN THE FILLED CELLS
 AND BOND BEAM. A SECTION THROUGH THE PROPOSED CURB
 WOULD BE HELPFUL. FBC AMENDMENTS 107.2.1
  
 5) I SEE THAT AN 11 FT SECTION OF C9 X 15 CHANNEL STEEL
 IS SPECIFIED TO BE ATTACHED TO ONE OF THE CONCRETE
 JOISTS. IS ANY OTHER REINFORCING REQUIRED ON THE OTHER
 JOIST OR AROUND THE PROPOSED OPENING? FBC AMENDMENTS
 107.2.1 & FBC 1604.1
  
 6) PLEASE SUBMIT A RESPONSE LETTER INDICATING HOW EACH
 OF THE REVIEW COMMENTS HAS BEEN ADDRESSED.
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2022-04-05 Cont ID  
Sent By rmcdouga Date 2022-04-05 Time 07:57 Rev Time 0.00
Received By rmcdouga Date 2022-04-01 Time 09:48 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-03-30 Cont ID  
Sent By rmcdouga Date 2022-03-30 Time 09:22 Rev Time 0.00
Received By rmcdouga Date 2022-03-24 Time 08:55 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-03-16 Cont ID  
Sent By shill Date 2022-03-16 Time 06:38 Rev Time 0.00
Received By shill Date 2022-03-11 Time 11:09 Sent To  
Notes
***NONE***
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 2 Status N Date 2022-04-05 Cont ID  
Sent By rmcdouga Date 2022-04-05 Time 07:54 Rev Time 0.00
Received By rmcdouga Date 2022-04-05 Time 07:54 Sent To  
Notes
2022-04-05 07:57:08THIS PERMIT IS FOR CUTTING THE HOLE FOR THE DUCT WORK
 FOR THE RESTAURANT LOCATED AT 366 S. ROSEMARY AVE. THE
 WORK IS ALL STRUCTURAL AND THE INSPECTIONS WILL BE DONE
 BY THE THRESHOLD INSPECTOR.
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 1 Status P Date 2022-03-14 Cont ID  
Sent By shill Date 2022-03-14 Time 18:13 Rev Time 0.00
Received By shill Date 2022-03-14 Time 18:13 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2022-03-30 Cont ID  
Sent By rmcdouga Date 2022-03-30 Time 08:12 Rev Time 0.00
Received By rmcdouga Date 2022-03-30 Time 08:12 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2022-03-15 Cont ID  
Sent By rmcdouga Date 2022-03-15 Time 10:48 Rev Time 0.00
Received By rmcdouga Date 2022-03-15 Time 10:48 Sent To  
Notes
***NONE***
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 2 Status P Date 2022-04-05 Cont ID  
Sent By rmcdouga Date 2022-04-05 Time 07:30 Rev Time 0.00
Received By rmcdouga Date 2022-04-05 Time 07:30 Sent To  
Notes
***NONE***
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status F Date 2022-03-30 Cont ID  
Sent By rmcdouga Date 2022-03-30 Time 08:55 Rev Time 0.00
Received By rmcdouga Date 2022-03-30 Time 08:55 Sent To  
Notes
2022-03-30 09:21:54THE THRESHOLD INSPECTION DOCUMENTS ARE NOT COMPLETE.
 - SUBMIT THE APPROPRIATE FORM WITH THE OWNER OF THE
 PROPERTY'S NOTARIZED SIGNATURE.
 - SUBMIT THE APPROPRIATE FORM WITH THE CONTRACTOR FOR
 THE PROJECT'S NOTARIZED SIGNATURE.
 - THE PERMIT NUMBER FOR THIS PROJECT IS 22030552.


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved