Plan Review Details - Permit 21091210
Plan Review Stops For Permit 21091210
Review Stop AD ADDRESSING
Rev No 4 Status P Date 2021-12-09 Cont ID  
Sent By cpuell Date 2021-12-09 Time 14:20 Rev Time 0.00
Received By cpuell Date 2021-12-09 Time 14:20 Sent To  
Notes
2021-12-09 14:20:43PLANS AND APPLICATION SHOWING CORRECT ADDRESS OF 1230
 PALM BEACH LAKES BLVD
Review Stop AD ADDRESSING
Rev No 3 Status F Date 2021-12-09 Cont ID  
Sent By cpuell Date 2021-12-09 Time 12:08 Rev Time 0.00
Received By cpuell Date 2021-12-09 Time 12:08 Sent To  
Notes
2021-12-09 12:09:09SPOKE WITH APPLICANT HE RECOGNIZED THAT THE SHEETS HAD
 NOT BEEN UPDATED BUT WILL WORK ON IT.
Review Stop AD ADDRESSING
Rev No 2 Status F Date 2021-12-07 Cont ID  
Sent By cpuell Date 2021-12-07 Time 12:44 Rev Time 0.00
Received By cpuell Date 2021-12-07 Time 12:44 Sent To  
Notes
2021-12-07 12:45:24PARCEL SPLIT, NEW PCN 74434316290000020, PREVIOUS
 COMMENTS STILL NEED TO BE ADDRESSED. ONCE BUILDIN HAS
 AN OFFICIAL ADDRESS THE PARCEL WILL RECIEVE THE SAME
 ADDRESS
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2021-09-28 Cont ID  
Sent By cpuell Date 2021-09-28 Time 12:23 Rev Time 0.00
Received By cpuell Date 2021-09-28 Time 12:23 Sent To  
Notes
2021-09-28 12:26:50PREVIOUSLY AGREED ADDRESS FOR THIS PROJECT WAS 1230
 PALM BEACH LAKES BLVD, WHICH WAS AGREE UPON BY MAXWELL
 KAPLAN, HOWEVER THIS PERMIT HAS BEEN APPLIED WITH
 ANOTHER ADDRESS. WHEN I PROPOSED THE ADDRESS I ALSO
 ASKED IF THE PARCEL WAS TO BE REPLATTED. PLEASE CONTACT
 [email protected] OR CALL 561-805-6659 TO RESPOND TO
 COMMENTS.
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status P Date 2022-04-06 Cont ID  
Sent By scwelter Date 2021-09-27 Time 14:15 Rev Time 0.00
Received By scwelter Date 2021-09-27 Time 14:19 Sent To  
Notes
2021-09-27 14:19:27PUBLIC ART REQUIREMENT COMPLETED 4.06.2022
  
 SUBJECT TO PUBLIC ART REQUIREMENT
 TOTAL CONSTRUCTION COSTS OF THIS DEVELOPMENT ARE OVER
 $500,000 IT IS SUBJECT TO THE PUBLIC ART REQUIREMENT AS
 PER CITY ORDINANCE.
  
 SECTION 78-129: ALL PRIVATE DEVELOPMENT PROJECTS,
 INCLUDING NEW CONSTRUCTION, OR THE RENOVATION OR
 IMPROVEMENT OF AN EXISTING BUILDING, WHERE TOTAL
 CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
 $500,000 ARE SUBJECT TO THE PUBLIC ART REQUIREMENT THAN
 $500,000 ARE SUBJECT TO THE PUBLIC ART REQUIREMENT.
 OPTION 1: INSTALL ARTWORK ON THE DEVELOPMENT SITE
 VALUED IN AN AMOUNT NOT LESS THAN ONE PERCENT OF THE
 TOTAL CONSTRUCTION COSTS; OR
 OPTION 2: CONTRIBUTE AN AMOUNT EQUAL TO 75 PERCENT OF
 ONE PERCENT OF THE TOTAL CONSTRUCTION COSTS FOR DEPOSIT
 TO THE PUBLIC ART ACCOUNT.
  
 A COMPLETED PUBLIC ART ASSESSMENT APPLICATION IS
 REQUIRED AT TIME OF BUILDING PERMIT SUBMITTAL.
  
 PLEASE CONTACT SYBILLE WELTER AT [email protected] OR
 561.822.1521 TO OBTAIN AN APPLICATION AND REVIEW THE
 REQUIREMENTS.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2022-03-08 Cont ID  
Sent By jwitmer Date 2022-03-08 Time 12:15 Rev Time 0.00
Received By jwitmer Date 2022-03-08 Time 11:27 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2022-02-01 Cont ID  
Sent By jwitmer Date 2022-02-01 Time 09:57 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2022-02-01 09:57:14WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21091210 / NEW CONSTRUCTION
 ADD: 1236 PALM BEACH LAKES BLVD.
 CONT: TBD/ TO BE DETERMINED
 TEL: ???
 E-MAIL: [email protected] JESSICA LALOGGIA
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
 3RD REVIEW
 DATE: TUES. FEB. 01ST/ 2021
 ACTION: PASSED/ BUILDING PROVISOS
  
 1) BUILDING PROVISO: THE LIFE SAFETY SHEET A-1.1 SHOWS
 SHELVING UNITS 90 INCHES IN HEIGHT AND 114 INCHES IN
 HEIGHT. THERE IS ALSO A NOTE THE MAXIMUM SHELVING UNIT
 HEIGHT IS 144 INCHES. SHELVING UNITS THAT ARE OVER 60
 INCHES IN HEIGHT REQUIRE A SPERATE PERMIT AND REVIEW.
 2020 W. P. B. ADMINISTRATIVE CODE SECTION 105.2 (6).
 THE SHELVING CAN BE REVIEWED UNDER THIS SET OF PLANS A
 SEPARATE PERMIT APPLICATION AND FEES ARE REQUIRED.
  
 2) BUILDING PROVISO: SHEET S-2 SHOWS THE BAR JOIST
 SPACING AND REQUIRED ADDITIONAL STEEL FOR RTU AND ROOF
 HATCH OPENINGS WITHIN THE ROOF FRAMING SYSTEM. WELDED
 OR BOLTED CONNECTIONS
 THIS BUILDING CONTAINS EITHER BOLTED AND OR WELDED
 CONNECTIONS. THE CONTRACTOR IS REQUIRED TO PROVIDE WELD
 PROCEDURE SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION FOR FIELD WIELDING, ON
 THE JOB-SITE WIELDING. THIRD PARTY CERTIFICATION WILL
 BE REQUIRED.
 THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO
 COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS
 SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING
 INSPECTION.
 2020 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666 OR ACTING CHIEF RICHARD BRUNELL AT
 561-805-6670.
  
 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 2 Status F Date 2021-12-14 Cont ID  
Sent By jwitmer Date 2021-12-14 Time 13:34 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2021-12-14 13:34:19WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21091210 / NEW CONSTRUCTION
 ADD: 1236 PALM BEACH LAKES BLVD.
 CONT: TBD/ TO BE DETERMINED
 TEL: ???
 E-MAIL: [email protected] JESSICA LALOGGIA
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
  
 2ND REVIEW
 DATE: TUES. DEC. 14TH/ 2021
 ACTION: DENIED
  
 1) COMPLIED.
  
 2) 2ND REQUEST. FL 14218-R11. AS IN THE PAST WITH AUTO
 ZONE ALL PRODUCT APPROVALS WERE SUBMITTED HAVE THE
 DESIGNER OF RECORD STAMP OF APPROVAL, BUT NONE OF THE
 SUB-SYSTEMS HAVE BEEN IDENTIFIED. 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.
  
 3A) COMPLIED. THE METAL ROOF REPORT FL 11241-R7 HAS 6
 SUB-REPORTS WITH VARYING METALS CONFIGURATIONS AND
 PRESSURES.
  
 3B) 2ND REQUEST. ROOFING REPORT FL16739-R26 ONLY HAS
 THE FIRST 2 SHEETS OF THE REPORT.
 1ST ROUND COMMENTS. GAF SINGLE PLY ROOF SYSTEM FL
 16739-R26 WAS SUBMITTED THE DESIGNER STAMP OF APPROVAL
 ON THE COVER SHEET, PAGE 1 OF 137, OR SHEET 8 OF 144
 HIGHLIGHTED TABLE 2D STEEL DECK NEW ROOF MECHANICALLY
 FASTENED ROOF PAGES 31-38 OF REPORT IS HIGHLIGHTED.
 PAGE 31 OF 137 STARTS THE SUB-SYSTEMS TABLE 2 D FOR
 MECHANICALLY FASTEN ROOF SYSTEMS THROUGH PAGE 38 OF 137
 PAGES, NO SUB-SYSTEM IS HIGHLIGHTED.
 ALSO
 ALSO ON PAGE 12 OF 137 SYSTEM S-45 HIGHLIGHTED WITH A
 DESIGN PRESSURE OF -45.0 *. AT THE TOP OF THE SHEET
 THIS IS FOR STEEL OR CONCRETE DECK. YOU CAN?T HIGHLIGHT
 2 SYSTEMS. PLEASE PICK WHICH SUB-SYSTEM IS TO BE
 INSTALLED. PLEASE ALSO READ WHAT THE * MEANS. SEE PAGE
 2 NOTE NUMBER 9 STATES THIS EXTRAPOLATION IS NOT
 PERMITTED FOR SYSTEMS MARKED WITH AN ASTERISK * MARK.
  
 4) COMPLIED.
  
 5) COMPLIED.
  
 6) BUILDING PROVISO: THE LIFE SAFETY SHEET A-1.1 SHOWS
 SHELVING UNITS 90 INCHES IN HEIGHT AND 114 INCHES IN
 HEIGHT. THERE IS ALSO A NOTE THE MAXIMUM SHELVING UNIT
 HEIGHT IS 144 INCHES. SHELVING UNITS THAT ARE OVER 60
 INCHES IN HEIGHT REQUIRE A SPERATE PERMIT AND REVIEW.
 2020 W. P. B. ADMINISTRATIVE CODE SECTION 105.2 (6).
 THE SHELVING CAN BE REVIEWED UNDER THIS SET OF PLANS A
 SEPARATE PERMIT APPLICATION AND FEES ARE REQUIRED.
  
 7) COMPLIED. STEEL FOR THE TOP BOND BEAM.
  
 8) BUILDING PROVISO: SHEET S-2 SHOWS THE BAR JOIST
 SPACING AND REQUIRED ADDITIONAL STEEL FOR RTU AND ROOF
 HATCH OPENINGS WITHIN THE ROOF FRAMING SYSTEM. WELDED
 OR BOLTED CONNECTIONS
 THIS BUILDING CONTAINS EITHER BOLTED AND OR WELDED
 CONNECTIONS. THE CONTRACTOR IS REQUIRED TO PROVIDE WELD
 PROCEDURE SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION FOR FIELD WIELDING, ON
 THE JOB-SITE WIELDING. THIRD PARTY CERTIFICATION WILL
 BE REQUIRED.
 THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO
 COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS
 SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING
 INSPECTION.
 2020 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666.
  
 9) 2ND REQUEST. SUBMITTED THE COVERSHEETS FOR THE
 PRODUCT APPROVAL FOR ROOF HATCH. NO TECHNICAL SHEETS
 WERE SUBMITTED. THE PRODUCT APPROVAL COVER SHEETS AND
 TECHNICAL SHEETS SHOULD BE SUBMITTED IN THE SAME FILE.
 1ST ROUND COMMENT. SHEET S2 DETAIL 5 INDICATES A ROOF
 HATCH. COMPONENTS & CLADDING. SUBMIT THE PRODUCT
 APPROVAL FOR THE ROOF HATCH. 2020 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
 ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/
 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS: (31)(A)
 ROOF HATCHES.
  
 10) COMPLIED. ROOF TOP CURB NOA: 20-0917.03 PAGE PG 4 &
 5.
  
 11) 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.
  
  
 MONDAY 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 2021-10-20 Cont ID  
Sent By jwitmer Date 2021-10-20 Time 15:22 Rev Time 0.00
Received By jwitmer Date 2021-10-20 Time 13:22 Sent To  
Notes
2021-10-20 15:24:56WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21091210 / NEW CONSTRUCTION
 ADD: 1236 PALM BEACH LAKES BLVD.
 CONT: TBD/ TO BE DETERMINED
 TEL: ???
 E-MAIL: [email protected] JESSICA LALOGGIA
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
  
 1ST REVIEW
 DATE: WED. OCT. 20/ 2021
 ACTION: DENIED
  
 1) SUBMITTED PACIFICA ENGINEERING PROJECT # 610-20451
 AUTOZONE # 6216. PAGE 4 OF 25 IN SECTION 4.1 OF THE
 SOILS REPORT THERE ARE 3 OPTIONS FOR THE SOILS FOUND
 WITH PEAT. SINCE THERE IS NO CONTRACTOR ON BOARD IT IS
 ASSUMED THAT THE DESIGNER OF RECORD IS GOING TO CHOOSE
 WHICH METHOD OR OPTION IS TO BE USED IN THE
 STRENGTHENING OF THE SOILS. SHEET SO INDICATES NOTE 7
 HELICAL PILE TESTING PLEASE CIRCLE IN THE SOILS REPORT.
  
 2) AS IN THE PAST WITH AUTO ZONE ALL PRODUCT APPROVALS
 WERE SUBMITTED HAVE THE DESIGNER OF RECORD STAMP OF
 APPROVAL, BUT NONE OF THE SUB-SYSTEMS HAVE BEEN
 IDENTIFIED. 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.
  
 3) ROOFING REPORTS 2 WERE ALSO SUBMITTED. ONE FOR METAL
 ROOFING THE OTHER AN UNDERLAYMENT. THE METAL ROOF
 REPORT FL 11241-R7 HAS 6 SUB-REPORTS WITH VARYING
 METALS CONFIGURATIONS AND PRESSURES. THE DESIGNER OF
 RECORD HAS A STAMP OF APPROVAL BUT HAS NOT IDENTIFIED
 WHICH SUB-SYSTEM IS TO BE INSTALLED ON THIS JOB. GAF
 SINGLE PLY ROOF SYSTEM FL 16739-R26 WAS SUBMITTED THE
 DESIGNER STAMP OF APPROVAL ON THE COVER SHEET, PAGE 1
 OF 137 TABLE 2D STEEL DECK NEW ROOF MECHANICALLY
 FASTENED ROOF PAGES 31-38 HIGHLIGHTED. ALSO ON PAGE 12
 OF 137 SYSTEM S-45 HIGHLIGHTED WITH A DESIGN PRESSURE
 OF -45.0 *. AT THE TOP OF THE SHEET THIS IS FOR STEEL
 OR CONCRETE DECK. YOU CAN?T HIGHLIGHT 2 SYSTEMS. PLEASE
 PICK WHICH SUB-SYSTEM IS TO BE INSTALLED. PLEASE ALSO
 READ WHAT THE * MEANS. SEE PAGE 2 NOTE NUMBER 9 STATES
 THIS EXTRAPOLATION IS NOT PERMITTED FOR SYSTEMS MARKED
 WITH AN ASTERISK * MARK.
  
 4) PLEASE PROVIDE A SURVEY OF THE PROPERTY AND PROPOSED
 BUILDING ON THE LOT AND DIMENSIONS TO EACH OF THE
 PROPERTY LINES. SHEET C-04 SUBMITTED BUT NOT A PROPOSED
 SURVEY. DETERMINATION OF FIRE RESISTANCE RATING
 REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE
 SEPARATION DISTANCE, 2020 FBC-BUILDING SECTION 602.
  
 5A) SHEET C-04 SHOWS 30 PARKING SPACES 2 OF WHICH ARE
 ACCESSIBLE PARKING SPACES. THIS DRAWING SHOWS THE
 PARKING SPACES STRIPPED WITH A SINGLE LINE. 2020
 ACCESSIBILITY CODE SECTION 502.2 VEHICLE SPACES. EACH
 PARKING SPACE MUST BE AT LEAST 12 FEET WIDE, SHALL BE
 MARKED TO DEFINE THE WIDTH, AND SHALL HAVE AN ADJACENT
 ACCESS AISLE COMPLYING WITH 502.3.
 ADVISORY 502.3.3MARKING THE METHOD AND MARKING OF COLOR
 OF MARKING ARE NOT SPECIFIED BY THESE REQUIREMENTS BUT
 MAY BE ADDRESSED BY STATE OR LOCAL LAWS OR REGULATIONS.
 WEST PALM MUNI-CODE ARTICLE XV PARKING DETAIL, 94-485
 ILLUSTRATES WITH MEASUREMENTS FOR DOUBLE STRIPE STALL
 PAINTING.
  
 5B) 502.4 ACCESS AISLE & PARKING SPACE SAME LEVEL/
 502.4, FLOOR AND GROUND SURFACES. PARKING SPACES AND
 THE ACCESS AISLES SERVING THEM SHALL COMPLY WITH 302.
 ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING
 SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
 EXCEPTION: SLOPES NOT GREATER THAN 1:48 SHALL BE
 PERMITTED.
  
 6) THE LIFE SAFETY SHEET SHOWS SHELVING UNITS 90 INCHES
 IN HEIGHT AND 114 INCHES IN HEIGHT. THERE IS ALSO A
 NOTE THE MAXIMUM SHELVING UNIT HEIGHT IS 144 INCHES.
 SHELVING UNITS THAT ARE OVER 60 INCHES IN HEIGHT
 REQUIRE A SPERATE PERMIT AND REVIEW. 2020 W. P. B.
 ADMINISTRATIVE CODE SECTION 105.2 (6). THE SHELVING CAN
 BE REVIEWED UNDER THIS SET OF PLANS A SEPARATE PERMIT
 APPLICATION AND FEES ARE REQUIRED.
  
 7) PLEASE PROVIDE WHERE I CAN FIND THE STEEL FOR THE
 TOP BOND BEAM. SHEET S1 DOES SHOW STEEL RE-INFORCEMENT
 OVER THE LINTELS BUT NOT IN THE BOND BEAM? 107.2.1.2
 ADDITIONAL INFORMATION IS REQUIRED. THIS SAME SHEET
 PROVIDES THE VERTICAL BAR SIZE AND SPACING.
  
 8) SHEET S-2 SHOWS THE BAR JOIST SPACING AND REQUIRED
 ADDITIONAL STEEL FOR RTU AND ROOF HATCH OPENINGS WITHIN
 THE ROOF FRAMING SYSTEM. WELDED OR BOLTED CONNECTIONS
 THIS BUILDING CONTAINS EITHER BOLTED AND OR WELDED
 CONNECTIONS. THE CONTRACTOR IS REQUIRED TO PROVIDE WELD
 PROCEDURE SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION FOR FIELD WIELDING, ON
 THE JOB-SITE WIELDING. THIRD PARTY CERTIFICATION WILL
 BE REQUIRED.
 THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO
 COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS
 SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING
 INSPECTION.
 2020 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666.
  
 9) SHEET S2 DETAIL 5 INDICATES A ROOF HATCH. COMPONENTS
 & CLADDING. SUBMIT THE PRODUCT APPROVAL FOR THE ROOF
 HATCH. 2020 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS: (31)(A) ROOF HATCHES.
  
 10) SHEET S-2 DETAIL 3 STATES THAT THE ATTACHMENT OF
 THE RTU TO THE ROOF TOP CURB AS SPECIFIED BY THE CURB
 MANUFACTURER (CDI) INSTALLATION DRAWINGS. NOT FOUND IN
 THIS PERMIT PACKAGE. THE TIE DOWN NEEDS TO BE FOR 170
 MPH VULT WIND ZONE/ 132 MPH VASD, 2020 FBC-M- 301.15
 WIND RESISTANCE.
 MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE
 EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO
 RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITH
 THE FLORIDA BUILDING CODE, BUILDING.
 FBC-B-1609.6.4.4.1 COMPONENTS AND CLADDING. WIND
 PRESSURE FOR EACH COMPONENT OR CLADDING ELEMENT IS TO
 BE DESIGNED FOR WIND PRESSURES COMPONENTS AND
 ATTACHMENTS.
  
 LATERAL FORCE-RESISTING SYSTEM
 FOR ALL ROOF TOP EQUIPMENT, CURBS, FANS OR A/C STANDS,
 AND OR VENTS, DETAILED ATTACHMENT TO THE ROOF FRAMING &
 DECK AS WELL AS FROM THE CURB OR ROOF STAND TO THE
 EQUIPMENT ABOVE.
  
 2020 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 11) 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.
  
  
 MONDAY 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 E ELECTRICAL
Rev No 4 Status   Date 2023-04-04 Cont ID  
Sent By mpeterso Date 2022-06-21 Time 09:07 Rev Time 0.00
Received By mpeterso Date 2022-06-21 Time 09:07 Sent To  
Notes
2023-04-04 15:33:05ELECTRIC WORK WAS STARTED BEFORE THE REQUIRED
 ELECTRICAL SUB PERMIT WAS APPLIED FOR AND ISSUED. A 4X
 FEE IS NOW REQUIRED BEFORE AN ELECTRICAL SUB PERMIT CAN
 BE ISSUED. PLEASE PROVIDE AN ACCURATE VALUE FOR THE
 ELECTRICAL WORK PORTION OF THIS PROJECT. THE 4X FEE
 WILL BE CALCULATED USING THIS VALUE AND WILL REQUIRE
 PAYMENT BEFORE AN ELECTRICAL SUB PERMIT IS ISSUED.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM.
  
 CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE 2020 7TH ED.
 FBC EB = FLORIDA BUILDING CODE EXISTING BUILDING 2020
 7TH EDITION
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2020
 7TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2020 7TH EDITION
 NEC = NFPA 70 2017 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 V/R,
  
 MICHAEL PETERSON
 ELECTRICAL PLANS EXAMINER
 [email protected]
 561-805-6746
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2022-02-14 Cont ID  
Sent By jleahy Date 2022-02-14 Time 16:17 Rev Time 0.00
Received By jleahy Date 2022-02-14 Time 16:11 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2022-01-12 Cont ID  
Sent By jleahy Date 2022-01-12 Time 10:03 Rev Time 0.00
Received By jleahy Date 2022-01-12 Time 09:55 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2021-11-10 Cont ID  
Sent By jleahy Date 2021-11-10 Time 16:53 Rev Time 0.00
Received By jleahy Date 2021-11-10 Time 16:53 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 5 Status P Date 2022-06-14 Cont ID  
Sent By rrossano Date 2022-06-14 Time   Rev Time 0.00
Received By rrossano Date 2022-06-14 Time   Sent To  
Notes
2022-06-14 07:27:15PASSED WITH PROVISO - CONFIRM LATEST PLANS AS SUBMITTED
 TO ENGINEERING HAVE BEEN UPLOADED TO PERMIT.
  
 THANKS,
 RICK ROSSANO, SENIOR PROJECT COORDINATOR,
 CITY OF WPB ENGINEERING SERVICES DEPARTMENT
 DIRECT: (561) 494-1098, FAX: (561) 494-1116, MOBILE:
 (561) 246-9525
 EMAIL: [email protected]
 HTTPS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING/ENGINEERING-
 STANDARDS-DETAILS
 CENTRAL OPERATIONS CENTER (DISPATCH):
 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC
 UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210
  
Review Stop ENG ENGINEERING CSD
Rev No 4 Status F Date 2022-03-07 Cont ID  
Sent By rrossano Date 2022-03-07 Time   Rev Time 0.00
Received By rrossano Date 2022-03-07 Time   Sent To  
Notes
2022-03-07 10:06:32A FORMAL ENGINEERING SUBMITTAL IS REQUIRED AFTER FORMAL
 SITE PLAN APPROVAL.
  
 RICK ROSSANO, SENIOR PROJECT COORDINATOR,
 CITY OF WPB ENGINEERING SERVICES DEPARTMENT
 DIRECT: (561) 494-1098, FAX: (561) 494-1116, MOBILE:
 (561) 246-9525
 EMAIL: [email protected]
 HTTPS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING/ENGINEERING-
 STANDARDS-DETAILS
Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2022-01-31 Cont ID  
Sent By rrossano Date 2022-01-31 Time   Rev Time 0.00
Received By rrossano Date 2022-01-31 Time   Sent To  
Notes
2022-01-31 09:12:14A FORMAL ENGINEERING SUBMITTAL IS REQUIRED AFTER FORMAL
 SITE PLAN APPROVAL.
  
 RICK ROSSANO, SENIOR PROJECT COORDINATOR,
 CITY OF WPB ENGINEERING SERVICES DEPARTMENT
 DIRECT: (561) 494-1098, FAX: (561) 494-1116, MOBILE:
 (561) 246-9525
 EMAIL: [email protected]
 HTTPS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING/ENGINEERING-
 STANDARDS-DETAILS
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2021-12-20 Cont ID  
Sent By rrossano Date 2021-12-20 Time   Rev Time 0.00
Received By rrossano Date 2021-12-20 Time   Sent To  
Notes
2021-12-20 13:20:16PLEASE ADDRESS ZONING COMMENTS. ADDITIONALLY, A FORMAL
 ENGINEERING SUBMITTAL IS REQUIRED AFTER FORMAL SITE
 PLAN APPROVAL.
  
 RICK ROSSANO, SENIOR PROJECT COORDINATOR,
 CITY OF WPB ENGINEERING SERVICES DEPARTMENT
 DIRECT: (561) 494-1098, FAX: (561) 494-1116, MOBILE:
 (561) 246-9525
 EMAIL: [email protected]
 HTTPS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING/ENGINEERING-
 STANDARDS-DETAILS
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2021-10-15 Cont ID  
Sent By rrossano Date 2021-10-15 Time   Rev Time  
Received By rrossano Date 2021-10-15 Time   Sent To  
Notes
2021-10-15 09:04:26PLEASE ADDRESS ZONING COMMENTS.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2021-12-10 Cont ID  
Sent By   Date 2021-12-10 Time   Rev Time 0.00
Received By bdolan Date 2021-12-10 Time 10:24 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2021-09-30 Cont ID  
Sent By   Date 2021-09-30 Time   Rev Time 0.00
Received By bdolan Date 2021-09-30 Time 08:15 Sent To  
Notes
2021-09-30 08:52:28PER CITY CODES, ALL WORK IS SUBJECT TO FIELD
 INSPECTIONS AND APPROVAL.
  
 LT. BRIAN DOLAN
 DIVISION OF FIRE PREVENTION
 561-804-4752
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2022-06-21 Cont ID  
Sent By mpeterso Date 2022-06-21 Time 09:01 Rev Time 0.00
Received By mpeterso Date 2022-06-21 Time 07:02 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2022-06-17 Cont ID  
Sent By lmarchan Date 2022-06-17 Time 13:36 Rev Time 0.00
Received By mpeterso Date 2022-06-13 Time 16:41 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2022-04-06 Cont ID  
Sent By aoliver Date 2022-04-06 Time 09:32 Rev Time 0.00
Received By aoliver Date 2022-03-02 Time 08:28 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2022-02-14 Cont ID  
Sent By lmarchan Date 2022-02-14 Time 16:21 Rev Time 0.00
Received By lmarchan Date 2022-01-21 Time 06:51 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-01-13 Cont ID  
Sent By lmarchan Date 2022-01-13 Time 07:32 Rev Time 0.00
Received By lmarchan Date 2021-12-08 Time 16:44 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2021-11-10 Cont ID  
Sent By jleahy Date 2021-11-10 Time 17:01 Rev Time 0.00
Received By jleahy Date 2021-09-28 Time 10:31 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2022-06-08 Cont ID  
Sent By lmarchan Date 2022-06-08 Time 16:18 Rev Time 0.00
Received By lmarchan Date 2022-04-07 Time 10:52 Sent To  
Notes
2022-06-08 15:39:22RECEIPT MU-2022-018588 - $61,695.49 PAID
2022-04-07 10:52:264/7/22 EMAILED IMPACT OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2021-10-20 Cont ID  
Sent By jwitmer Date 2021-10-20 Time 13:23 Rev Time 0.00
Received By jwitmer Date 2021-10-20 Time 13:22 Sent To  
Notes
2021-10-20 13:23:15IMPACT FEES - DIGITAL SUBMITTALS:
 PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected].
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2021-10-25 Cont ID  
Sent By medwards Date 2021-10-25 Time 09:47 Rev Time 0.00
Received By medwards Date 2021-10-25 Time 09:47 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 4 Status P Date 2022-03-08 Cont ID  
Sent By ccole Date 2022-03-08 Time 12:28 Rev Time 0.00
Received By ccole Date 2022-03-07 Time 16:08 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2022-02-07 Cont ID  
Sent By ccole Date 2022-02-07 Time 11:59 Rev Time 0.00
Received By ccole Date 2022-02-07 Time 10:03 Sent To  
Notes
2022-02-07 12:01:473RD REVIEW FBC-2020 PLUMBING
 PERMIT- 21091210
 2/7/2022
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC EC- FLORIDA ENERGY CONSERVATION CODE 7TH EDITION
 2020
 FBC FG- FLORIDA FUEL GAS CODE 7TH EDITION 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED. COMMENT #3A FROM THE 1ST
 REVIEW LISTED BELOW IS FAILED AGAIN. THE CORRECTED PLAN
 DOES NOT CLEARLY SHOW THE CLEAR SPACE DIAGRAMS AND
 DIMENSIONS FOR THE WATER CLOSETS. REFER TO SECTION
 604.3.1 FBC ACC- 604.3.1 SIZE.
 CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES
 MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND
 56 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE REAR
 WALL. THE CORRECTED PLAN SHOWS THE DIAGRAMS IN THE
 WRONG LOCATIONS AND THE 60-INCHES CLEAR MEASUREMENTS
 FROM THE SIDE WALLS TO THE SINKS ARE NOT SHOWN.
  
 IST REVIEW COMMENT.
 3 A) FAILED. CLEAR FLOOR SPACE DIAGRAM AND DIMENSIONS
 FOR THE WATER CLOSETS- SECTION 604.3 FBC ACC.
  
 NEW COMMENT.
 1) SHEET A4: IT APPEARS PAINTED GYPSUM WILL BE
 INSTALLED ON THE WALLS SURROUNDING THE WATER CLOSETS
 AND MOP SINK. REFER TO SECTION 310.3 FBC P AND SECTION
 1210.2.2 FBC B- "WALLS AND PARTITIONS WITHIN 2 FEET OF
 SERVICE SINKS, URINALS AND WATER CLOSETS SHALL HAVE A
 SMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT
 LESS THAN 4 FEET ABOVE THE FLOOR, AND EXCEPT FOR
 STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS
 SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY
 MOISTURE." PLEASE PROVIDE APPROVED MATERIALS SUCH AS
 TILE OR FRP BOARD.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2021-12-29 Cont ID  
Sent By ccole Date 2021-12-29 Time 16:08 Rev Time 0.00
Received By ccole Date 2021-12-29 Time 13:59 Sent To  
Notes
2021-12-29 16:09:371ST REVIEW FBC-2020 PLUMBING
 PERMIT- 21091210
 10/28/2021
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC EC- FLORIDA ENERGY CONSERVATION CODE 7TH EDITION
 2020
 FBC FG- FLORIDA FUEL GAS CODE 7TH EDITION 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED. FAILED COMMENTS FROM THE
 1ST REVIEW ARE LISTED BELOW WITH ADDITIONAL NOTES IN
 CAP LETTERS FOR FURTHER CLARIFICATIONS.
  
 3) FAILED ITEMS A & B. A4 DETAIL 7 RESTROOM PLAN:
 PLEASE CORRECT THE DETAIL ACCORDING TO THE FOLLOWING
 FBC ACC CODE SECTIONS AND NOTE THAT EXACT DETAILS AND
 DIMENSIONS ARE REQUIRED:
 A) FAILED. CLEAR FLOOR SPACE DIAGRAM AND DIMENSIONS FOR
 THE WATER CLOSETS- SECTION 604.3. THE PLAN SHOWS 30X48
 INCH CLEAR FLOOR SPACES AT THE WATER CLOSETS- 60X56
 SPACES REQUIRED.
 B) FAILED. CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS
 FOR THE LAVATORIES- SECTION 606.2. THE 30X48 INCH CLEAR
 FLOOR SPACE FORWARD APPROACH DIAGRAMS SHALL EXTEND INTO
 THE KNEE AND TOE CLEARANCE AREAS.
  
 4) FAILED ITEMS B, E, F, G, & H. A4 DETAIL 6
 ELEVATIONS: PLEASE CORRECT THE DETAIL ACCORDING TO THE
 FOLLOWING FBC ACC CODE SECTIONS AND NOTE THAT EXACT
 DETAILS AND DIMENSIONS ARE REQUIRED:
 B) FAILED. LOCATIONS, LENGTHS, AND MOUNTING HEIGHTS OF
 GRAB BARS FOR THE WATER CLOSETS- SECTION 604.5 & 609.4,
 FIGURES 604.5.1 & 604.5.2. GRAB BARS HEIGHTS APPEAR TO
 BE SHOWN TO THE CENTERS OF THE GRAB BARS AND NOT TO THE
 TOPS OF THE GRIPPING SURFACES- SEC. 609.4.
 E) FAILED. CENTERLINES OF THE TOILET PAPER DISPENSERS
 MEASURED FROM THE FRONTS OF THE WATER CLOSETS- SECTION
 AND FIGURE 604.7. THE DISPENSERS SHALL BE 7 INCHES
 MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF THE WATER
 CLOSETS MEASURED TO THE CENTERLINES OF THE DISPENSERS.
 F) FAILED. KNEE AND TOE CLEARANCES FOR THE LAVATORIES-
 SECTION 606.2, AND FIGURES 306.2 & 306.3. PLEASE
 PROVIDE THE CLEARANCES PER THE LISTED CODE SECTIONS AND
 FIGURES.
 G) FAILED. CLEAR FLOOR SPACE DIAGRAM AND DIMENSIONS FOR
 THE ACCESSIBLE DRINKING FOUNTAIN- SECTION 602.2 & 305.
 FIGURES 306.2 & 306.3. THE 30X48 INCH CLEAR FLOOR SPACE
 FORWARD APPROACH DIAGRAM SHALL EXTEND INTO THE KNEE AND
 TOE CLEARANCE AREAS.
 H) FAILED. KNEE AND TOE CLEARANCES FOR THE DRINKING
 FOUNTAIN- SECTION 606.2 & FIGURES 306.2 & 306.3. PLEASE
 PROVIDE THE CLEARANCES PER THE LISTED CODE SECTIONS AND
 FIGURES.
  
 6) FAILED. P1: PROVIDE A COMPLETE EQUIPMENT SCHEDULE
 FOR THE NEW WATER HEATER THAT INDICATES THE MAKE AND
 MODEL, GALLON SIZE AND EFFICIENCY RATING- TABLE C404.2
 FBC EC. BASED ON THE MANUFACTURER?S INSTALLATION
 INSTRUCTIONS THE BOSCH ES4 WATER HEATER SPECIFIED IS A
 POINT OF USE WATER HEATER DESIGNED TO BE INSTALLED
 UNDER A SINK. THE PLAN SHOWS THE HEATER BEING USED AS A
 CENTRAL HOT WATER SOURCE.
  
 13) FAILED. P1: THE 1/2-INCH HOT WATER SUPPLY PIPING TO
 THE PUBLIC LAVATORIES IS EXCEEDING THE 2 FT. MAXIMUM
 ALLOWABLE LENGTHS PER TABLE C404.5.1 FBC EC. THE 3M
 HEAT TRACE SYSTEM SPECIFICATION INDICATE THE CABLES
 MUST BE POWERED BY A 30 AMP GROUND FAULT CIRCUIT
 HOWEVER THE ELECTRICAL PLAN DOES NOT SHOW THE CABLES ON
 THE POWER.
  
 NEW COMMENT.
  
 1) SHEET A4: SHOW THE HEIGHTS OF THE MIRRORS FROM THE
 FINISHED FLOORS TO THE REFLECTIVE SURFACES- SECTION
 603.3 FBC ACC.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2021-10-28 Cont ID  
Sent By ccole Date 2021-10-28 Time 10:53 Rev Time 0.00
Received By ccole Date 2021-10-28 Time 07:59 Sent To  
Notes
2021-10-28 10:54:321ST REVIEW FBC-2020 PLUMBING
 PERMIT- 21091210
 10/28/2021
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC EC- FLORIDA ENERGY CONSERVATION CODE 7TH EDITION
 2020
 FBC FG- FLORIDA FUEL GAS CODE 7TH EDITION 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PLAN SHEET P-1 IS MISLABELED AS M-1, PLEASE CORRECT-
 SECTION 107.2.1 WPB.
  
 2) SHEET A0: THE PLANS SHALL BE DESIGNED IN ACCORDANCE
 WITH THE FBC- 2020 7TH EDITION ACCESSIBILITY CODE.
 PLEASE ADD THE CODE TO THE LIST UNDER BUILDING CODE
 ANALYSIS.
  
 3) A4 DETAIL 7 RESTROOM PLAN: PLEASE CORRECT THE DETAIL
 ACCORDING TO THE FOLLOWING FBC ACC CODE SECTIONS AND
 NOTE THAT EXACT DETAILS AND DIMENSIONS ARE REQUIRED:
 A) CLEAR FLOOR SPACE DIAGRAM AND DIMENSIONS FOR THE
 WATER CLOSETS- SECTION 604.3.
 B) CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS FOR THE
 LAVATORIES- SECTION 606.2.
  
 4) A4 DETAIL 6 ELEVATIONS: PLEASE CORRECT THE DETAIL
 ACCORDING TO THE FOLLOWING FBC ACC CODE SECTIONS AND
 NOTE THAT EXACT DETAILS AND DIMENSIONS ARE REQUIRED:
 A) HEIGHTS OF THE LAVATORY SINK RIMS OR COUNTER
 SURFACES FROM THE FINISHED FLOORS- SECTION 606.3.
 B) LOCATIONS, LENGTHS, AND MOUNTING HEIGHTS OF GRAB
 BARS FOR THE WATER CLOSETS- SECTION 604.5 & 609.4,
 FIGURES 604.5.1 & 604.5.2.
 C) PLEASE REMOVE THE VERTICAL GRAB BARS- THEY ARE NOT
 REQUIRED AND IN CONFLICT WITH SECTION 609.4- GRABS
 SHALL BE INSTALLED IN A HORIZONTAL POSITION.
 D) LOCATIONS OF THE WATER CLOSET FLUSH CONTROLS -
 SECTION 604.6.
 E) CENTERLINES OF THE TOILET PAPER DISPENSERS MEASURED
 FROM THE FRONTS OF THE WATER CLOSETS- SECTION AND
 FIGURE 604.7.
 F) KNEE AND TOE CLEARANCES FOR THE LAVATORIES- SECTION
 606.2, AND FIGURES 306.2 & 306.3.
 G) CLEAR FLOOR SPACE DIAGRAM AND DIMENSIONS FOR THE
 ACCESSIBLE DRINKING FOUNTAIN- SECTION 602.2 & 305.
 FIGURES 306.2 & 306.3.
 H) KNEE AND TOE CLEARANCES FOR THE DRINKING FOUNTAIN-
 SECTION 606.2 & FIGURES 306.2 & 306.3.
 I) SPOUT OUTLET HEIGHT OF THE DRINKING FOUNTAIN FOR
 STANDING PERSONS- SECTION 602.7.
  
 5) SHEET A6: PLEASE PROVIDE A SCUPPER DETAIL IN
 ACCORDANCE WITH SECTION 1503.4.2.1 FBC B.
  
 6) P1: PROVIDE A COMPLETE EQUIPMENT SCHEDULE FOR THE
 NEW WATER HEATER THAT INDICATES THE MAKE AND MODEL,
 GALLON SIZE AND EFFICIENCY RATING- TABLE C404.2 FBC EC.
  
 7) P1: PLEASE ADD THE HYDRANT TO THE FIXTURE SCHEDULE-
 SECTION 424.6 FBC P.
  
 8) P1 WATER RISER: SHOW THE LOCATIONS OF REQUIRED WATER
 HAMMER ARRESTORS FOR THE FLUSH VALVES- SECTION 604.9
 FBC P.
  
 9) P1 WASTE/VENT RISER: SHOW TWO FIXTURE TRAPS AT THE
 DRINKING FOUNTAIN- SECTION 1002.1 FBC P.
  
 10) P1: INDICATE HOW TEMPERED WATER WILL BE PROVIDED TO
 THE LAVATORIES- SECTION 419.5 FBC P. PLEASE NOTE IF
 MIXING VALVES ARE PROVIDED, THEY SHALL BE IN ASSE 1070
 APPROVED- SECTION 607.1.2 FBC P.
  
 11) P1: PLEASE PROVIDE THE PEX PIPE SPECIFICATIONS AS
 INDICATED- TABLE 605.4 FBC P.
  
 12) P1: MINIMUM 1-INCH THICK INSULATION IS REQUIRED FOR
 THE HOT WATER PIPING- TABLE C403.2.10 FBC EC.
  
 13) P1: THE 1/2-INCH HOT WATER SUPPLY PIPING TO THE
 PUBLIC LAVATORIES IS EXCEEDING THE 2 FT. MAXIMUM
 ALLOWABLE LENGTHS PER TABLE C404.5.1 FBC EC.
  
 14) A1, A4, & P1: PLEASE SHOW THE DRINKING FOUNTAIN
 GUARD RAILS CONSISTENTLY ON ALL SHEETS- SECTION 307.2
 FBC ACC.
  
 15) A0: PLEASE NOTE THAT THE POTABLE WATER SERVICE
 BACKFLOW PREVENTER AND THE IRRIGATION SYSTEM SHALL BE
 DONE UNDER SEPARATE PERMIT- SECTION 105.1 & 107.1 WPB.
 PLEASE PLACE A NOTE ON THE PLAN ACCORDINGLY.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
  
Review Stop P-IRRIGATE IRRIGATION REVIEW
Rev No 1 Status N Date 2021-12-29 Cont ID  
Sent By ccole Date 2021-12-29 Time 16:10 Rev Time 0.00
Received By ccole Date 2021-12-29 Time 16:10 Sent To  
Notes
2021-12-29 16:11:19THE IRRIGATION SYSTEM SHALL BE INSTALLED UNDER A
 SEPARATE PERMIT.
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2022-02-01 Cont ID  
Sent By jwitmer Date 2022-02-01 Time 09:57 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2022-02-01 09:58:21ROOFING PRODUCT APPROVALS PASSED UNDER BUILDING REVIEW.
 JW
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2021-12-14 Cont ID  
Sent By jwitmer Date 2021-12-14 Time 13:37 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2021-12-14 13:37:08WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- ROOFING/BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21091210 / NEW CONSTRUCTION
 ADD: 1236 PALM BEACH LAKES BLVD.
 CONT: TBD/ TO BE DETERMINED
 TEL: ???
 E-MAIL: [email protected] JESSICA LALOGGIA
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
  
 1ST REVIEW
 DATE: WED. OCT. 20/ 2021
 ACTION: DENIED
  
 1) A) COMPLIED. THE METAL ROOF REPORT FL 11241-R7 HAS 6
 SUB-REPORTS WITH VARYING METALS CONFIGURATIONS AND
 PRESSURES.
  
 1B) 2ND REQUEST. ROOFING REPORT FL16739-R26 ONLY HAS
 THE FIRST 2 SHEETS OF THE REPORT.
 1ST ROUND COMMENTS. GAF SINGLE PLY ROOF SYSTEM FL
 16739-R26 WAS SUBMITTED THE DESIGNER STAMP OF APPROVAL
 ON THE COVER SHEET, PAGE 1 OF 137, OR SHEET 8 OF 144
 HIGHLIGHTED TABLE 2D STEEL DECK NEW ROOF MECHANICALLY
 FASTENED ROOF PAGES 31-38 OF REPORT IS HIGHLIGHTED.
 PAGE 31 OF 137 STARTS THE SUB-SYSTEMS TABLE 2 D FOR
 MECHANICALLY FASTEN ROOF SYSTEMS THROUGH PAGE 38 OF 137
 PAGES, NO SUB-SYSTEM IS HIGHLIGHTED.
 ALSO
 ALSO ON PAGE 12 OF 137 SYSTEM S-45 HIGHLIGHTED WITH A
 DESIGN PRESSURE OF -45.0 *. AT THE TOP OF THE SHEET
 THIS IS FOR STEEL OR CONCRETE DECK. YOU CAN?T HIGHLIGHT
 2 SYSTEMS. PLEASE PICK WHICH SUB-SYSTEM IS TO BE
 INSTALLED. PLEASE ALSO READ WHAT THE * MEANS. SEE PAGE
 2 NOTE NUMBER 9 STATES THIS EXTRAPOLATION IS NOT
 PERMITTED FOR SYSTEMS MARKED WITH AN ASTERISK * MARK.
  
 2) 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.
  
  
 MONDAY 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 R ROOF PLAN REVIEW
Rev No 1 Status F Date 2021-10-20 Cont ID  
Sent By jwitmer Date 2021-10-20 Time 15:23 Rev Time 0.00
Received By jwitmer Date 2021-10-20 Time 13:22 Sent To  
Notes
2021-10-20 15:23:45ROOFING REPORTS 2 WERE ALSO SUBMITTED. ONE FOR METAL
 ROOFING THE OTHER AN UNDERLAYMENT. THE METAL ROOF
 REPORT FL 11241-R7 HAS 6 SUB-REPORTS WITH VARYING
 METALS CONFIGURATIONS AND PRESSURES. THE DESIGNER OF
 RECORD HAS A STAMP OF APPROVAL BUT HAS NOT IDENTIFIED
 WHICH SUB-SYSTEM IS TO BE INSTALLED ON THIS JOB. GAF
 SINGLE PLY ROOF SYSTEM FL 16739-R26 WAS SUBMITTED THE
 DESIGNER STAMP OF APPROVAL ON THE COVER SHEET, PAGE 1
 OF 137 TABLE 2D STEEL DECK NEW ROOF MECHANICALLY
 FASTENED ROOF PAGES 31-38 HIGHLIGHTED. ALSO ON PAGE 12
 OF 137 SYSTEM S-45 HIGHLIGHTED WITH A DESIGN PRESSURE
 OF -45.0 *. AT THE TOP OF THE SHEET THIS IS FOR STEEL
 OR CONCRETE DECK. YOU CAN?T HIGHLIGHT 2 SYSTEMS. PLEASE
 PICK WHICH SUB-SYSTEM IS TO BE INSTALLED. PLEASE ALSO
 READ WHAT THE * MEANS. SEE PAGE 2 NOTE NUMBER 9 STATES
 THIS EXTRAPOLATION IS NOT PERMITTED FOR SYSTEMS MARKED
 WITH AN ASTERISK * MARK.
  
 MONDAY 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 SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 6 Status P Date 2022-06-21 Cont ID  
Sent By mpeterso Date 2022-06-21 Time 09:00 Rev Time 0.00
Received By mpeterso Date 2022-06-21 Time 09:00 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 5 Status F Date 2022-06-17 Cont ID  
Sent By mpeterso Date 2022-06-17 Time 13:35 Rev Time 0.00
Received By mpeterso Date 2022-06-17 Time 13:35 Sent To  
Notes
2022-06-17 13:35:42SIGNATURE REVIEW FAILED
  
 1) IT APPEARS PLANS LABELED A4,E2,E5 AND E6 ARE NOT
 SIGNED AS REQUIRED. PLEASE FOLLOW THE INSTRUCTIONS
 BELOW TO CORRECT THESE ISSUES.
  
 FS471/FS481 DOCUMENTS PREPARED BY AN ARCHITECT OR
 ENGINEER AND SUBMITTED FOR PUBLIC RECORD ARE TO BE
 SIGNED, SEALED, DATED ORIGINALS OR DIGITALLY SEALED AND
 SIGNED.
  
 UPLOAD A DIGITALLY OR ELECTRONICALLY SIGNED PLAN TO THE
 SIGNATURE FOLDER WITH YOUR RESUBMITTAL (IF APPLICABLE)
 AND COMPLETE THE UPLOAD TASK IN PROJECTDOX..
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM.
  
 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] WITH ANY QUESTIONS
  
 MICHAEL PETERSON
 ELECTRICAL PLANS EXAMINER
 [email protected]
 561-805-6746
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2022-03-08 Cont ID  
Sent By ccole Date 2022-03-08 Time 12:36 Rev Time 0.00
Received By ccole Date 2022-03-08 Time 12:28 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2022-02-14 Cont ID  
Sent By jleahy Date 2022-02-14 Time 16:17 Rev Time 0.00
Received By jleahy Date 2022-02-14 Time 16:17 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2022-01-12 Cont ID  
Sent By jleahy Date 2022-01-12 Time 10:21 Rev Time 0.00
Received By jleahy Date 2022-01-12 Time 10:21 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2021-11-10 Cont ID  
Sent By jleahy Date 2021-11-10 Time 17:01 Rev Time 0.00
Received By jleahy Date 2021-11-10 Time 17:01 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 4 Status P Date 2022-04-07 Cont ID  
Sent By afowlkes Date 2022-04-07 Time 13:47 Rev Time 0.00
Received By afowlkes Date 2022-04-05 Time 16:42 Sent To  
Notes
2022-04-05 16:45:5804/05/22 PASSED
  
 ALEXANDER FOWLKES
 [email protected]
 5618221431
  
  
Review Stop Z ZONING
Rev No 3 Status F Date 2022-02-08 Cont ID  
Sent By avann Date 2022-02-08 Time 15:57 Rev Time 0.00
Received By ajones Date 2022-02-08 Time 15:56 Sent To  
Notes
2022-02-08 15:58:562/8/22- FAILED. DOES NOT MATCH APPROVED SITE PLAN.
 SUBMIT A MINOR AMENDMENT.
  
 ANGELLA VANN
 [email protected]
 561-822-1441
Review Stop Z ZONING
Rev No 2 Status F Date 2021-12-29 Cont ID  
Sent By av Date 2021-12-29 Time 15:04 Rev Time 0.00
Received By ajones Date 2021-12-29 Time 15:04 Sent To  
Notes
2021-12-29 15:05:3112/29/21- FAILED. PLEASE COMPLETE THE INFORMAL SITE
 PLAN REVIEW PROCESS BEFORE ZONING CAN APPROVE A
 BUILDING PERMIT.
  
 ANGELLA VANN, AICP
 561-822-1441
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date 2021-10-06 Cont ID  
Sent By rthermid Date 2021-10-06 Time   Rev Time  
Received By rthermid Date 2021-10-06 Time   Sent To I
Notes
2021-10-06 09:29:17ISPR 21-07 - PROJECT NUMBER Z21050011 HAS NOT RECEIVED
 FINAL PROJECT APPROVAL.
  
 RAFAELA THERMIDOR, ASSOCIATE PLANNER
 [email protected]


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