Plan Review Details - Permit 21061303
Plan Review Stops For Permit 21061303
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2021-12-20 Cont ID  
Sent By rmcdouga Date 2021-12-20 Time 11:24 Rev Time 0.00
Received By rmcdouga Date 2021-12-20 Time 11:24 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2021-12-14 Cont ID  
Sent By rmcdouga Date 2021-12-14 Time 09:20 Rev Time 0.00
Received By rmcdouga Date 2021-12-14 Time 09:20 Sent To  
Notes
2021-12-14 09:34:21PLAN
 REVIEW COMMENTS
 5TH 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:
 PREVIOUS COMMENTS NUMBERS 3 AND 4 WERE NOT RESOLVED.
  
 1) COMPLIED.
  
 2) COMPLIED.
  
 3) NOT ADDRESSED. THE COVER SHEET STATES THAT THE
 WINDSPEED IS 170 MPH, THE EXPOSURE IS C AND THE MEAN
 ROOF HEIGHT IS 12' AND 18.37 SQFT OF GLASS EXPOSURE
 ZONE #5 IS USED FOR ALL WINDOWS. THE OPENING PRESSURES
 ON THE PLANS IS SPECIFIED AS +23.2, -32.5 PSF. THESE
 PRESSURES ARE TOO LOW. BASED ON FBC-R TABLE R301.2(2)
 FOR EXPOSURE B AND THE HEIGHT AND EXPOSURE ADJUSTMENT
 REQUIRED BY FBC-R TABLE R301.2(3) FOR EXPOSURE C THE
 PRESSURES SHOULD BE +36.0, -47.1 PSF FOR A 20 SQFT
 OPENING AND A 15' MEAN ROOF HEIGHT. THIS WOULD BE THE
 WORST CASE FOR YOUR PROJECT. THE PROPOSED WINDOWS HAVE
 MAXIMUM DESIGN PRESSURES OF +55, -60 PSF, WHICH WILL BE
 ADEQUATE FOR THE REQUIRED PRESSURES. THE SMALLER THE
 OPENING IS, THE HIGHER THE PRESSURES WILL BE. IF YOU
 WISH TO USE THE WORST CASE YOU WOULD TYPICALLY USE THE
 SMALLEST OPENING SIZE WHICH IS 10 SQFT IN THE TABLES.
 PLEASE CORRECT THE PRESSURES ON THE PLANS. FBC 107.2.1
  
 4) NOT ADDRESSED. THE REPAIR DETAIL AROUND WINDOWS DOES
 NOT SHOW THE VERTICAL REBAR AT THE SIDES OF THE WINDOWS
 EXTENDING ALL THE WAY TO THE FOUNDATION. FBC-R301.1
 REQUIRES A COMPLETE LOAD PATH TO THE FOUNDATION. PLEASE
 REVISE THE DETAIL AND SPECIFY THE EMBED DEPTH.
  
 PLEASE SUBMIT A RESPONSE LETTER INDICATING HOW EACH OF
 THE REVIEW COMMENTS HAS BEEN ADDRESSED.
  
  
  
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2021-12-01 Cont ID  
Sent By rmcdouga Date 2021-12-01 Time 09:09 Rev Time 0.00
Received By rmcdouga Date 2021-12-01 Time 09:09 Sent To  
Notes
2021-12-01 08:34:01PLAN
 REVIEW COMMENTS
 4TH 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) COMPLIED.
  
 2) COMPLIED. THE SCOPE OF WORK AND PROVIDE AN INCREASE
 TO THE VALUATION FOR THE JOB. FBC 107.2.1
  
 3) NEW COMMENT. THE COVER SHEET STATES THAT THE
 WINDSPEED IS 170 MPH, THE EXPOSURE IS C AND THE MEAN
 ROOF HEIGHT IS 12' AND 18.37 SQFT OF GLASS EXPOSURE
 ZONE #5 IS USED FOR ALL WINDOWS. THE OPENING PRESSURES
 ON THE PLANS IS SPECIFIED AS +23.2, -32.5 PSF. THESE
 PRESSURES ARE TOO LOW. BASED ON FBC-R TABLE R301.2(2)
 FOR EXPOSURE B AND THE HEIGHT AND EXPOSURE ADJUSTMENT
 REQUIRED BY FBC-R TABLE R301.2(3) FOR EXPOSURE C THE
 PRESSURES SHOULD BE +36.0, -47.1 PSF FOR A 20 SQFT
 OPENING AND A 15' MEAN ROOF HEIGHT. THIS WOULD BE THE
 WORST CASE FOR YOUR PROJECT. THE PROPOSED WINDOWS HAVE
 MAXIMUM DESIGN PRESSURES OF +55, -60 PSF, WHICH WILL BE
 ADEQUATE FOR THE REQUIRED PRESSURES. THE SMALLER THE
 OPENING IS, THE HIGHER THE PRESSURES WILL BE. IF YOU
 WISH TO USE THE WORST CASE YOU WOULD TYPICALLY USE THE
 SMALLEST OPENING SIZE WHICH IS 10 SQFT IN THE TABLES.
 PLEASE CORRECT THE PRESSURES ON THE PLANS. FBC 107.2.1
  
 4) THE REPAIR DETAIL AROUND WINDOWS DOES NOT SHOW THE
 VERTICAL REBAR AT THE SIDES OF THE WINDOWS EXTENDING
 ALL THE WAY TO THE FOUNDATION. FBC-R301.1 REQUIRES A
 COMPLETE LOAD PATH TO THE FOUNDATION. PLEASE REVISE THE
 DETAIL AND SPECIFY THE EMBED DEPTH.
  
 PLEASE SUBMIT A RESPONSE LETTER INDICATING HOW EACH OF
 THE REVIEW COMMENTS HAS BEEN ADDRESSED.
  
  
  
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2021-11-02 Cont ID  
Sent By rmcdouga Date 2021-11-02 Time 08:38 Rev Time 0.00
Received By rmcdouga Date 2021-11-02 Time 08:38 Sent To  
Notes
2021-11-02 09:12:16PLAN
 REVIEW COMMENTS
 3RD 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) THE SIGNED CONTRACT STATES THE EXISTING WINDOWS ARE
 TO BE RE-INSTALLED, HOWEVER PRODUCT APPROVALS FOR NEW
 SINGLE HUNG WINDOWS WERE SUBMITTED. THE VALUATION FOR
 THE WORK WAS NOT CHANGED. PLEASE CLARIFY. FBC 107.2.1
  
 2) FROM THE DRAWINGS, IT APPEARS THAT ALL OF THE
 WINDOWS ARE TO BE REPLACED. PLEASE CLARIFY. IF ALL OF
 THE WINDOWS ARE TO BE REPLACED SUBMIT A CHANGE TO THE
 SCOPE OF WORK AND PROVIDE AN INCREASE TO THE VALUATION
 FOR THE JOB. FBC 107.2.1
  
 3) PLEASE SUBMIT A RESPONSE LETTER INDICATING HOW EACH
 OF THE REVIEW COMMENTS HAS BEEN ADDRESSED.
  
  
  
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2021-10-08 Cont ID  
Sent By rmcdouga Date 2021-10-08 Time 17:16 Rev Time 0.00
Received By rmcdouga Date 2021-10-08 Time 17:16 Sent To  
Notes
2021-10-08 17:23:08PLAN
 REVIEW COMMENTS
  
 2ND 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) SUBMIT THE FL COVER-SHEET AND DRAWINGS FOR THE
 WINDOWS THAT SPECIFIES THEY ARE APPROVED FOR THE 2020
 FBC. THE DRAWINGS THAT WERE SUBMITTED SHOW THE 2014
 FBC. FAC 61G20-3.001
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2021-07-16 Cont ID  
Sent By rmcdouga Date 2021-07-16 Time 14:37 Rev Time 0.00
Received By rmcdouga Date 2021-07-16 Time 14:37 Sent To  
Notes
2021-07-16 15:01:24PLAN
 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 PROJECT IS FOR STRUCTURAL REPAIRS TO A
 MULTIFAMILY RENTAL APARTMENT. THE 2020 FBC RESIDENTIAL
 APPLIES TO DETACHED ONE- AND TWO- FAMILY DWELLINGS AND
 TOWNHOUSES AND DOES NOT APPLY TO THIS PROJECT PER
 FBC-R101.2. THE 2020 FBC EXISTING BUILDING AND 2020 FBC
 BUILDING WILL APPLY.
  
 2) THE STRUCTURAL DAMAGE TO THE BUILDING WILL NEED TO
 BE ASSESSED BY A FLORIDA LICENSED DESIGN PROFESSIONAL.
 A SIGNED AND SEALED DAMAGE REPORT ALONG WITH SIGNED AND
 SEALED REPAIR PLANS ARE REQUIRED TO BE SUBMITTED. FBC
 EXISTING BUILDING 406.2 & FBC AMEND. 107.1 & 107.2.1.2
  
 3) THE PLANS ARE REQUIRED TO SPECIFY THE WIND LOAD
 DESIGN DATA, THE COMPONENT AND CLADDING PRESSURES FOR
 THE OPENINGS AND ANY OTHER RELEVANT DESIGN LOADS. FBC
 EXISTING BUILDING 406.2 & FBC 1609.3
  
 4) IF YOU INTEND TO REINSTALL THE WINDOWS REMOVED FROM
 THE DAMAGED WALL AREA, THE ENGINEER WILL BE REQUIRED TO
 EVALUATE THOSE WINDOWS TO DETERMINE THAT THEY ARE NOT
 DAMAGED AND ARE SUITABLE TO BE USED IN THE
 RECONSTRUCTED WALL. FBC EXISTING BUILDING 406.2
  
 5) ELECTRONICALLY SUBMITTED DRAWINGS ARE REQUIRED TO
 HAVE THE ARCHITECT OR ENGINEER'S DIGITAL SIGNATURE ON
 THEM. YOU ALSO HAVE THE OPTION TO SUBMIT THE SIGNED AND
 SEALED PAPER VERSION OF DRAWINGS. AFTER THE ELECTRONIC
 PLANS HAVE BEEN APPROVED, YOU CAN SUBMIT THE
 CORRESPONDING PAPER DRAWINGS AT THE BUILDING DEPARTMENT
 TO BE VERIFIED. THE ARCHITECT OR ENGINEER'S ORIGINAL
 HANDWRITTEN SIGNATURE AND SEAL IS REQUIRED TO BE ON THE
 DRAWINGS. NO PHOTOCOPY OR OTHER FACSIMILES OF THE
 SIGNATURE ARE ACCEPTABLE. FS 487 & 61G1 OR FS 471 &
 61G15
  
 6) WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A
 RESPONSE LETTER ADDRESSING EACH ITEM ALONG WITH THE
 CITY RE-SUBMITTAL FORM.

Review Stop HIST HISTORICAL
Rev No 2 Status P Date 2021-11-02 Cont ID  
Sent By amhamilt Date 2021-11-02 Time 10:09 Rev Time 0.00
Received By amhamilt Date 2021-11-02 Time 10:09 Sent To  
Notes
***NONE***

Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2021-07-24 Cont ID  
Sent By fmittner Date 2021-07-24 Time 11:42 Rev Time 0.00
Received By fmittner Date 2021-07-24 Time 11:42 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2021-12-20 Cont ID  
Sent By rmcdouga Date 2021-12-20 Time 11:24 Rev Time 0.00
Received By rmcdouga Date 2021-12-17 Time 11:29 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2021-12-14 Cont ID  
Sent By rmcdouga Date 2021-12-14 Time 09:21 Rev Time 0.00
Received By rmcdouga Date 2021-12-08 Time 13:58 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2021-12-01 Cont ID  
Sent By rmcdouga Date 2021-12-01 Time 09:09 Rev Time 0.00
Received By rmcdouga Date 2021-11-04 Time 07:45 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2021-11-03 Cont ID  
Sent By mpeterso Date 2021-11-03 Time 09:51 Rev Time 0.00
Received By lmarchan Date 2021-10-15 Time 13:24 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2021-10-08 Cont ID  
Sent By rmcdouga Date 2021-10-08 Time 17:23 Rev Time 0.00
Received By rmcdouga Date 2021-09-24 Time 09:08 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2021-07-26 Cont ID  
Sent By lmarchan Date 2021-07-26 Time 08:24 Rev Time 0.00
Received By lmarchan Date 2021-06-23 Time 08:21 Sent To  
Notes
***NONE***

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 7 Status P Date 2021-12-20 Cont ID  
Sent By mpeterso Date 2021-12-20 Time 08:09 Rev Time 0.00
Received By mpeterso Date 2021-12-20 Time 08:09 Sent To  
Notes
2021-12-20 08:10:22REVIEW OF SIGNATURE AND SEAL ON PAPER PLANS APPROVED,
 ROUTED TO STORAGE

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 6 Status F Date 2021-12-14 Cont ID  
Sent By rmcdouga Date 2021-12-14 Time 09:17 Rev Time 0.00
Received By rmcdouga Date 2021-12-14 Time 09:17 Sent To  
Notes
2021-12-14 09:30:38ELECTRONICALLY SUBMITTED DRAWINGS ARE REQUIRED TO HAVE
 THE ARCHITECT OR ENGINEER'S DIGITAL SIGNATURE ON THEM.
 YOU ALSO HAVE THE OPTION TO SUBMIT THE SIGNED AND
 SEALED PAPER VERSION OF DRAWINGS. AFTER THE ELECTRONIC
 PLANS HAVE BEEN APPROVED, YOU CAN SUBMIT THE
 CORRESPONDING PAPER DRAWINGS AT THE BUILDING DEPARTMENT
 TO BE VERIFIED. THE ARCHITECT OR ENGINEER'S ORIGINAL
 HANDWRITTEN SIGNATURE AND SEAL IS REQUIRED TO BE ON THE
 DRAWINGS. NO PHOTOCOPY OR OTHER FACSIMILES OF THE
 SIGNATURE ARE ACCEPTABLE. FS 481 & 61G1 OR FS 471 &
 61G15

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 5 Status F Date 2021-11-04 Cont ID  
Sent By ccole Date 2021-11-04 Time 17:34 Rev Time 0.00
Received By ccole Date 2021-11-04 Time 17:34 Sent To  
Notes
2021-11-04 17:38:50SIGNATURE REVIEW
 PERMIT- 21061303
 11/4/21
 RESULT; DENIED.
  
 THE PLANS HAVE COPIED SIGNATURES. ORIGINAL WET
 SIGNATURES AND SEALS ARE REQUIRED- FL. STATUTE 471.025
 AND SECTION 61G15-23.002 FLORIDA ADMINISTRATIVE CODE.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status F Date 2021-10-15 Cont ID  
Sent By mpeterso Date 2021-10-15 Time 13:05 Rev Time 0.00
Received By mpeterso Date 2021-10-15 Time 13:19 Sent To  
Notes
2021-10-15 13:24:044TH SIGNATURE REVIEW
  
  
 1) THE PLANS HAVE COPIED ENGINEER'S SEALS AND
 SIGNATURES. ORIGINAL SEALS AND SIGNATURES ARE REQUIRED
 PER FL. STATUTE 471.025, AND SECTION 61G15-23.002 FAC.
 EITHER UPLOAD A DIGITALLY OR ELECTRONICALLY SIGNED PLAN
 TO THE SIGNATURE FOLDER WITH YOUR RESUBMITTAL (IF
 APPLICABLE) AND COMPLETE THE UPLOAD TASK IN PROJECTDOX,
 OR YOU CAN SUBMIT ONE ORIGINAL SIGNED AND SEALED PAPER
 ORIGINAL WITH A WET SIGNATURE TO THE BUILDING DIVISION.
 SIGNATURE DOCUMENTS ARE TYPICALLY REVIEWED WITHIN TWO
 BUSINESS DAYS AFTER SUBMITTAL; DIGITALLY SIGNED
 DOCUMENTS ARE PREFERRED.
 PLEASE EMAIL [email protected] AND CC TO
 [email protected]
  
 MICHAEL PETERSON
 ELECTRICAL PLANS EXAMINER
 [email protected]
 561-805-6746
  
  
  
  
  
  
  
  
  
  
  
  

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status F Date 2021-09-24 Cont ID  
Sent By ccole Date 2021-09-24 Time 17:06 Rev Time 0.00
Received By ccole Date 2021-09-24 Time 17:06 Sent To  
Notes
2021-09-24 17:09:223RD SIGNATURE REVIEW
 9/24/2021
  
 1) THE PLANS HAVE COPIED ENGINEER'S SEALS AND
 SIGNATURES. ORIGINAL SEALS AND SIGNATURES ARE REQUIRED
 PER FL. STATUTE 471.025, AND SECTION 61G15-23.002 FAC.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2021-07-16 Cont ID  
Sent By rmcdouga Date 2021-07-16 Time 14:33 Rev Time 0.00
Received By rmcdouga Date 2021-07-16 Time 14:33 Sent To  
Notes
2021-07-16 14:36:54THE PLANS THAT WERE SUBMITTED HAVE THE CONTRACTING
 COMPANY'S CORPORATE SEAL. NOT AN ARCHITECT'S OR
 ENGINEER'S SIGNATURE AND SEAL.

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2021-06-23 Cont ID  
Sent By medwards Date 2021-06-23 Time 15:38 Rev Time 0.00
Received By medwards Date 2021-06-23 Time 15:36 Sent To  
Notes
2021-06-23 15:39:09ORIGINAL SIGNED AND SEALED PAPER DRAWINGS ROUTED TO
 STORAGE. ME


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