Plan Review Details - Permit 21030429
Plan Review Stops For Permit 21030429
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2021-06-02 Cont ID  
Sent By jwitmer Date 2021-06-02 Time 09:27 Rev Time 0.00
Received By jwitmer Date 2021-06-02 Time 09:01 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2021-05-17 Cont ID  
Sent By jwitmer Date 2021-05-17 Time 08:44 Rev Time 0.00
Received By jwitmer Date 2021-05-17 Time 08:08 Sent To  
Notes
2021-05-17 08:47:54WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21030429
 ADD: 5200 N FLAGLER DR. # 2301
 CONT: TBD/ TO BE DETERMINED / MP CONSTRUCTION GROUP /
 CGC1512479 (NOT REGISTERED)
 TEL: 954-482-1097
 E-MAIL:
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2020 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: MON. MARY 17TH/ 2021
 ACTION: DENIED
  
 1) N/A.
  
 2) NEW COMMENT. THE SUBMITTED DOCUMENTS BY THE
 SPECIALTY ENGINEER DO NOT HAVE AN ELECTRONIC SIGNATURE.
 FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A
 DOCUMENT IN THE FILE FOLDER, SCANNED, FACSIMILE,
 DIGITALLY CREATED OR COPIED IMAGE OF THE LICENSEE?S
 SIGNATURE SHALL NOT BE USED ON DIGITALLY SIGNED AND
 SEALED ENGINEERING PLANS, SPECIFICATIONS, REPORTS OR
 OTHER DOCUMENTS.
 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING
 ELECTRONICALLY TRANSMITTED PLANS (DIGITAL SIGNATURES),
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
  
 3) 2ND REQUEST. NOTE THIS IS A HIGHRISE BUILDING
 LOCATED ON THE INTER-COASTAL WATERWAY. IN THIS REVIEW
 THERE WAS NO WIND DESIGN PROVIDED. AN ELECTRONICALLY
 SIGNED AND SEALED DOCUMENT BY AN ENGINEER WILL BE
 REQUIRED WITH ALL OF THE RELEVANT WIND DESIGN CRITERIA.
 2020 FBC-B 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
  
 3.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS
 DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1.
  
 3.2. RISK CATEGORY.
  
 3.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE. ASCE 7-16 TABLE 30.3.1.
  
 3.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 3.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED
 BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR
 THE DESIGN OF THE STRUCTURE, PSF.
  
 3.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED
 CONVERSION VULT TO VASD.
  
 4) 2ND REQUEST. NONE OF THE PRODUCT APPROVALS SUBMITTED
 FAILED TO DO THE FOLLOWING: FOR ALL PRODUCTS WITH
 GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT,
 TYPE OF GLAZING ,ASSOCIATED PRESSURES, MULLION SIZE,
 LENGTH IF UNREINFORCED OR REINFORCED INFORMATION IF
 REQUIRED, ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH
 OPENING SIZE. 2017 FBC-B 1405.13.1 INSTALLATION.
 WINDOWS AND DOORS SHALL BE INSTALLED IN ACCORDANCE WITH
 APPROVED MANUFACTURERS INSTRUCTIONS. FASTENER SIZE AND
 SPACING SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND
 SHALL BE CALCULATED BASED ON MAXIMUM LOADS AND SPACING
 USED IN THE TESTS.
  
 5) NEW COMMENT. THE WIND DESIGN CALCULATION SHEET
 SIGNED BY AN ENGINEER AND SLIDING GLASS DOOR NOA
 19-1029.07 DOES NOT MATCH THE HIGHEST PRESSURES LISTED
 IN THE SUBMITTED NOA, THE SUBMITTED NOA IS NOT A NEWER
 VERSION EITHER. THE SAME FOR THE SHW NOA 20-1119.13.
 107.2.1.2. ADDITIONAL INFORMATION REQUIRED, DISCREPANCY
 IN REPORT AND SUBMITTED NOA?S.
  
 6) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT
 REVIEW CYCLE.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
 WORKING HOURS ARE MON.- WED. 8:00 AM- NOON. PART-TIME/
 RETIRED.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2021-03-31 Cont ID  
Sent By jwitmer Date 2021-03-31 Time 11:01 Rev Time 0.00
Received By jwitmer Date 2021-03-31 Time 10:14 Sent To  
Notes
2021-03-31 11:01:26WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21030429
 ADD: 5200 N FLAGLER DR. # 2301
 CONT: TBD/ TO BE DETERMINED / MP CONSTRUCTION GROUP /
 CGC1512479 (NOT REGISTERED)
 TEL: 954-482-1097
 E-MAIL:
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2020 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: WED. MARCH 31ST/ 2021
 ACTION: DENIED
  
 1) CONTRACTOR NEEDS TO REGISTER BEFORE THEY RESUBMIT.
 THIS PLAN REVIEW THERE IS NO CONTRACTOR ON RECORD FOR
 THIS PERMIT.
 2020 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 105.3.1.2. NO PERMIT
 MAYBE ISSUED FOR ANY BUILDING CONSTRUCTION.
  
 2) THERE NEEDS TO BE A CONTRACTOR ON RECORD TO TAKE
 OWNERSHIP OF THE PERMIT. WITHOUT A CONTRACTOR SIGNED ON
 THEY CAN NOT TAKE OWNERSHIP OF THE FLOOR PLAN THAT WAS
 SUBMITTED. THE CONTRACTOR (QUALIFIER) THAT CREATED,
 AUTHOR OF THE PLAN / DREW THE SET OF PLANS WILL NEED TO
 IDENTIFY THEMSELVES AS THE AUTHOR OF THE PLANS. PLEASE
 PRINT YOUR NAME, SIGN YOUR NAME AND LICENSE NUMBER FOR
 THE TRADE YOU ARE LICENSED IN AND PLANS DRAWN.
 107.3.4.3 CERTIFICATION BY CONTRACTOR. PLEASE NOTE THE
 EXCEPTION TO ENGINEERED PLANS UNDER 471.003(H)
 ELECTRICAL/ PLUMBING/ MECHANICAL, 481.229(1)(C)
 (BUILDING) REQUIRES THE CONTRACTOR FOR THAT TRADE THAT
 WILL BE LICENSED IN THAT TRADE, WILL ALSO BE THE
 CONTRACTOR THAT DESIGNS THE SYSTEM UNDER THAT TRADE.
 THE CONTRACTOR (QUALIFIER) THAT CREATED / DREW THE SET
 OF PLANS WILL NEED TO IDENTIFY THEMSELVES AS THE AUTHOR
 OF THE PLANS. PLEASE PRINT YOUR NAME, SIGN YOUR NAME
 AND LICENSE NUMBER FOR THE TRADE YOU ARE LICENSED IN
 AND PLANS DRAWN.
  
 3) NOTE THIS IS A HIGHRISE BUILDING LOCATED ON THE
 INTER-COASTAL WATERWAY. IN THIS REVIEW THERE WAS NO
 WIND DESIGN PROVIDED. A ELECTRONICALLY SIGNED AND
 SEALED DOCUMENT BY AN ENGINEER WILL BE REQUIRED WITH
 ALL OF THE RELEVANT WIND DESIGN CRITERIA.
 2020 FBC-B 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
  
 3.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS
 DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1.
  
 3.2. RISK CATEGORY.
  
 3.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE. ASCE 7-16 TABLE 30.3.1.
  
 3.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 3.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED
 BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR
 THE DESIGN OF THE STRUCTURE, PSF.
  
 3.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED
 CONVERSION VULT TO VASD.
  
 4) NONE OF THE PRODUCT APPROVALS SUBMITTED FAILED TO DO
 THE FOLLOWING: FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING
 ,ASSOCIATED PRESSURES, MULLION SIZE, LENGTH IF
 UNREINFORCED OR REINFORCED INFORMATION IF REQUIRED,
 ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING
 SIZE. 2017 FBC-B 1405.13.1 INSTALLATION. WINDOWS AND
 DOORS SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED
 MANUFACTURER?S INSTRUCTIONS. FASTENER SIZE AND SPACING
 SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE
 CALCULATED BASED ON MAXIMUM LOADS AND SPACING USED IN
 THE TESTS.
  
 5) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT
 REVIEW CYCLE.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
 WORKING HOURS ARE MON.- WED. 8:00 AM- NOON. PART-TIME/
 RETIRED.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date   Cont ID  
Sent By   Date 2021-06-02 Time 09:29 Rev Time 0.00
Received By aoliver Date 2021-05-28 Time 12:00 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date   Cont ID  
Sent By   Date 2021-05-17 Time 08:45 Rev Time 0.00
Received By aoliver Date 2021-05-12 Time 10:17 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2021-03-31 Time 11:02 Rev Time 0.00
Received By ccarvaja Date 2021-03-23 Time 11:52 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2021-06-02 Cont ID  
Sent By jwitmer Date 2021-06-02 Time 09:27 Rev Time 0.00
Received By jwitmer Date 2021-06-02 Time 09:01 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2021-05-17 Cont ID  
Sent By jwitmer Date 2021-05-17 Time 08:45 Rev Time 0.00
Received By jwitmer Date 2021-05-17 Time 08:08 Sent To  
Notes
2021-05-17 08:49:12THE SUBMITTED DOCUMENTS BY THE SPECIALTY ENGINEER DO
 NOT HAVE AN ELECTRONIC SIGNATURE. FLORIDA
 ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A DOCUMENT IN
 THE FILE FOLDER, SCANNED, FACSIMILE, DIGITALLY CREATED
 OR COPIED IMAGE OF THE LICENSEE?S SIGNATURE SHALL NOT
 BE USED ON DIGITALLY SIGNED AND SEALED ENGINEERING
 PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING
 ELECTRONICALLY TRANSMITTED PLANS (DIGITAL SIGNATURES),
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2021-03-31 Cont ID  
Sent By jwitmer Date 2021-03-31 Time 11:02 Rev Time 0.00
Received By jwitmer Date 2021-03-31 Time 10:15 Sent To  
Notes
2021-03-31 11:02:19SEE BUILDING REVIEW NOTES FOR CONTRACTOR.


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