Plan Review Details - Permit 21110473
Plan Review Stops For Permit 21110473
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2022-02-17 Cont ID  
Sent By pvalenti Date 2022-02-17 Time 13:12 Rev Time 0.00
Received By pvalenti Date 2022-02-17 Time 12:52 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2022-02-01 Cont ID  
Sent By pvalenti Date 2022-02-01 Time 16:26 Rev Time 0.00
Received By pvalenti Date 2022-02-01 Time 15:47 Sent To  
Notes
2022-02-01 16:42:43PETER E VALENTI
 BUILDING PLANS EXAMINER II
 [email protected]
 561 805 6673
  
 FBC = FLORIDA BUILDING CODE, 7TH EDITION (2020)
 FBC B = FBC BUILDING
 FBC R = FBC RESIDENTIAL
 FBC EB = EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC M = FBC MECHANICAL
 FBC FG = FBC FUEL GAS
  
 BUILDING REVIEW DENIED:
  
 FBC B/WPB AMENDMENTS 107.2.1, PLEASE SUBMIT A NEW FLOOR
 PLAN WITH THE CORRECTION OF THE BUILDING MEAN ROOF
 HEIGHT (240') AND PLEASE HAVE SUBMITTAL SIGNED BY
 PERSON RESPONSIBLE (POSSIBLY THE CONTRACTOR).
  
 NOTE: A PROVISO WAS ADDED TO THE SLIDING GLASS DOOR
 PRODUCT APPROVAL(FL27914 R2) FOR THE REQUIRED SILL
 HEIGHT OF 3.375".
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2021-12-08 Cont ID  
Sent By jwitmer Date 2021-12-08 Time 14:58 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2021-12-08 14:58:43WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21110473
 ADD: 2450 PRESIDENTIAL WAY # 1908
 PCN:74-43-43-18-10-000-1908
 CONT: WRIGHT?S IMPACT WINDOW & DOOR LLC
 TEL: 561-588-7353
 E-MAIL: [email protected]
  
 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: WED. DEC. 08TH/ 2021
 ACTION: DENIED
  
 1) 2ND REQUEST. THE WRIGHT?S FLOOR PLAN & OPENING
 SCHEDULE(WIND LOAD CHART) NEEDS TO SHOW WHO THE AUTHOR
 IS OF THE PLAN. CERTIFICATION BY CONTRACTOR. 107.3.4.3.
 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.
  
 2A) 2ND REQUEST. DRAWING 1 WRIGHT?S FLOOR PLAN DOES NOT
 SHOW THE FLOOR PLAN IN THE OVER ALL CURVATURE OF THE
 BUILDING, NOR THE UNITS THAT ARE PROJECTED FURTHER OUT
 THAN OTHER PORTIONS OF THE WALL LINE CREATING A
 FLUTTERING OR GALLOPING AFFECT. THE ENGINEERING SHEET
 STATES THE MINIMUM BUILDING WIDTH OF 50 FEET. ASSUMED
 VALUE FOR END ZONE WIDTH FROM A CORNER IS 5 FEET.
 PLEASE PROVIDE THE DISTANCE AWAY FROM THE CORNER FOR
 WINDOW IDENTIFIED AS NUMBER 9.
  
 2B) ENGINEERING EXPRESS SHEET SHOWS FOR COMPLEX
 BUILDINGS USE CORNER ZONES IF AT ALL IN QUESTION. THIS
 WILL GREATLY AFFECT THE PRESSURES ON THESE OPENINGS AND
 SUBMITTED SCHEDULE.
 BUILDING END ZONES (5). THE FLOOR PLAN LAYOUT INDICATES
 THE WORK TO BE PERFORMED UNDER THIS PERMIT IS A CORNER
 UNIT OF A HIGHRISE BUILDING. THE WIND LOAD CHART UNDER
 NOTES STATES WHAT IS CONSIDERED AN END ZONE 10% OF THE
 LEAST HORIZONTAL DISTANCE OF THE BUILDING OR 40% OF THE
 MRH, BUT NOT LESS THAN 4% OF THE LEAST HORIZONTAL
 DISTANCE OR 3 FT. THE CONTRACTOR HAS NOT IDENTIFIED
 WHAT THE LEAST HORIZONTAL DISTANCE IS FOR THE BUILDING
 NOR THE LOCATION OF THE UNIT IN RELATIONSHIP TO THE
 BUILDING AND THE INTERCOASTAL WATERWAY. EXAMPLE ONLY.
 IF THE BUILDING HEIGHT IS APPROXIMATELY 180 FT. (MRH.)
 X 0.40= 72 FEET. THIS WOULD PUT ALL OPENINGS IN WIND
 ZONE 5 OR 10% OF THE LEAST HORIZONTAL DISTANCE OF THE
 BUILDING, ALSO UNKNOWN.
  
 2B) 2ND REQUEST. THE ENGINEERING SHEET STATES A
 BUILDING HEIGHT OF 240 FT., WRIGHTS WIND LOAD CHART
 STATES 240 FEET BUT THE FLOOR PLAN STATES THE BUILDING
 HEIGHT OF 200 FEET. DISCREPANCY IN PLANS. 107.2.1.2
 ADDITIONAL INFORMATION IS REQUIRED.
  
 3A) THE FLORIDA APPROVAL FL 27914-R2 IDENTIFY GLAZING/
 MULLIONS. PLEASE IDENTIFY IN THE PRODUCT APPROVAL
 BEFORE SUBMITTING TO DESIGNER OF RECORD AND BEFORE
 SUBMISSION TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS
 WITH GLAZING, PLEASE IDENTIFY THE OPENING WIDTH &
 HEIGHT, SILL HEIGTH, TYPE OF GLAZING, MULLION SIZE,
 LENGTH IF UNREINFORCED OR REINFORCED INFORMATION IF
 REQUIRED, ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH
 OPENING SIZE. 2020 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.
  
 3B) THE FLORIDA APPROVAL FL 27914-R2 DOES NOT GIVE THE
 POSITIVE PRESSURES FOR THE SILL. 107.2.1.2 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 4) 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.
  
  
 AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE WORKING
 FROM CITY HALL.
 MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM
 PART-TIME/ RETIRED.
  
 IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET
 BACK INTO THE OFFICE CALL
 (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL.
 THANK YOU.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES 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 2021-11-24 Cont ID  
Sent By lmarchan Date 2021-11-24 Time 10:26 Rev Time 0.00
Received By pvalenti Date 2021-11-24 Time 10:26 Sent To  
Notes
2021-11-24 10:18:03WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21110473
 ADD: 2450 PRESIDENTIAL WAY # 1908
 PCN:74-43-43-18-10-000-1908
 CONT: WRIGHT?S IMPACT WINDOW & DOOR LLC
 TEL: 561-588-7353
 E-MAIL: [email protected]
  
 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. NOV. 24TH/ 2021
 ACTION: DENIED
  
 1) THE WRIGHT?S FLOOR PLAN & OPENING SCHEDULE NEEDS TO
 SHOW WHO THE AUTHOR IS OF THE PLAN. CERTIFICATION BY
 CONTRACTOR. 107.3.4.3. 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.
  
 2A) DRAWING 1 WRIGHT?S FLOOR PLAN DOES NOT SHOW THE
 FLOOR PLAN IN THE OVER ALL CURVATURE OF THE BUILDING,
 NOR THE UNITS THAT ARE PROJECTED FURTHER OUT THAN OTHER
 PORTIONS OF THE WALL LINE CREATING A FLUTTERING OR
 GALLOPING AFFECT. THE ENGINEERING SHEET STATES THE
 MINIMUM BUILDING WIDTH OF 50 FEET. ASSUMED VALUE FOR
 END ZONE WIDTH FROM A CORNER IS 5 FEET. PLEASE PROVIDE
 THE DISTANCE AWAY FROM THE CORNER FOR WINDOW IDENTIFIED
 AS NUMBER 9.
  
 2B) ENGINEERING EXPRESS SHEET SHOWS FOR COMPLEX
 BUILDINGS USE CORNER ZONES IF AT ALL IN QUESTION. THIS
 WILL GREATLY AFFECT THE PRESSURES ON THESE OPENINGS AND
 SUBMITTED SCHEDULE.
 BUILDING END ZONES (5). THE FLOOR PLAN LAYOUT INDICATES
 THE WORK TO BE PERFORMED UNDER THIS PERMIT IS A CORNER
 UNIT OF A HIGHRISE BUILDING. THE WIND LOAD CHART UNDER
 NOTES STATES WHAT IS CONSIDERED AN END ZONE 10% OF THE
 LEAST HORIZONTAL DISTANCE OF THE BUILDING OR 40% OF THE
 MRH, BUT NOT LESS THAN 4% OF THE LEAST HORIZONTAL
 DISTANCE OR 3 FT. THE CONTRACTOR HAS NOT IDENTIFIED
 WHAT THE LEAST HORIZONTAL DISTANCE IS FOR THE BUILDING
 NOR THE LOCATION OF THE UNIT IN RELATIONSHIP TO THE
 BUILDING AND THE INTERCOASTAL WATERWAY. EXAMPLE ONLY.
 IF THE BUILDING HEIGHT IS APPROXIMATELY 180 FT. (MRH.)
 X 0.40= 72 FEET. THIS WOULD PUT ALL OPENINGS IN WIND
 ZONE 5 OR 10% OF THE LEAST HORIZONTAL DISTANCE OF THE
 BUILDING, ALSO UNKNOWN.
  
 2B) THE OTHER UNKNOWN IS THE BUILDING HEIGHT DEPENDING
 ON THE PERMIT:
 21110473/ 2450 PRESIDENTIAL WAY # 1908 200?
 21110246/ 2450 PRESIDENTIAL WAY # 1707 240?
 21110466/ 2450 PRESIDENTIAL WAY # 807 240?
 21101014/ 2480 PRESIDENTIAL WAY # 501 220?
 2110470/ 2450 PRESIDENTIAL WAY #1207 200?
 21110245/ 2480 PRESIDENTIAL WAY # 1104 200?
 21110469/ 2450 PRESIDENTIAL WAY # 206 190?
  
  
 3) THE REVIEW OF THE SUBMITTED PRODUCT APPROVALS CANNOT
 OCCUR WITH ALL THE UNKNOWNS LISTED IN COMMENT 2.
  
 4) 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.
  
  
 AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE WORKING
 FROM CITY HALL.
 MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM
 PART-TIME/ RETIRED.
  
 IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET
 BACK INTO THE OFFICE CALL
 (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL.
 THANK YOU.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES 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 4 Status N Date 2022-02-17 Cont ID  
Sent By pvalenti Date 2022-02-17 Time 13:12 Rev Time 0.00
Received By pvalenti Date 2022-02-08 Time 08:19 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2022-02-01 Cont ID  
Sent By pvalenti Date 2022-02-01 Time 16:43 Rev Time 0.00
Received By pvalenti Date 2022-01-07 Time 06:24 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date   Cont ID  
Sent By   Date 2021-12-08 Time   Rev Time 0.00
Received By aoliver Date 2021-11-29 Time 06:17 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2021-11-24 Cont ID  
Sent By lmarchan Date 2021-11-24 Time 10:27 Rev Time 0.00
Received By lmarchan Date 2021-11-16 Time 07:58 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2022-02-01 Cont ID  
Sent By pvalenti Date 2022-02-01 Time 16:03 Rev Time 0.00
Received By pvalenti Date 2022-02-01 Time 15:47 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2021-12-08 Cont ID  
Sent By jwitmer Date 2021-12-08 Time 14:57 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2021-12-08 14:57:43ENGINEERING EXPRESS SHEET ELECTRONIC SIGNATURE OK.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status N Date 2021-11-24 Cont ID  
Sent By jwitmer Date 2021-11-24 Time 10:17 Rev Time  
Received By jwitmer Date   Time   Sent To  
Notes
***NONE***


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