Plan Review Details - Permit 21050626
Plan Review Stops For Permit 21050626
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 3 Status P Date 2021-09-14 Cont ID  
Sent By jwitmer Date 2021-09-14 Time 13:47 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
***NONE***
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status F Date 2021-08-03 Cont ID  
Sent By jwitmer Date 2021-08-03 Time 16:09 Rev Time 0.00
Received By jwitmer Date 2021-08-03 Time 14:22 Sent To  
Notes
2021-08-03 16:09:13TO THE BUILDING CONTRACTOR:
 PALM BEACH COUNTY HEALTH DEPARTMENT NEEDS VERIFICATION
 THE CONTRACTORS ARE AWARE OF THIS FL. STATE STATUTE.
 PLEASE PROVIDE A SIGNED ACKNOWLEDGEMENT FROM THE
 CONTRACTOR, ON LETTERHEAD, STATING THAT THE
 INSTRUCTIONS ON THE WEBSITE OF ASBESTOS PROGRAM
 COORDINATOR, FLORIDA DEPARTMENT OF HEALTH PALM BEACH
 COUNTY WILL BE FOLLOWED, AND THAT NOTIFICATION WILL BE
 GIVEN TIMELY. ADDITIONAL INFORMATION REGARDING ASBESTOS
 REQUIREMENTS CAN BE FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN
 PDF FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE
 INCLUDE THE PERMIT NUMBER AND "ASBESTOS" IN THE SUBJECT
 LINE.
  
  
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2021-06-14 Cont ID  
Sent By jwitmer Date 2021-06-14 Time 17:20 Rev Time 0.00
Received By jwitmer Date 2021-06-14 Time 11:45 Sent To  
Notes
2021-06-14 16:57:03COMMERCIAL ASBESTOS
 TO THE BUILDING CONTRACTOR:
 PLEASE PROVIDE A SIGNED ACKNOWLEDGEMENT FROM THE
 CONTRACTOR, ON LETTERHEAD, STATING THAT THE
 INSTRUCTIONS ON THE WEBSITE OF ASBESTOS PROGRAM
 COORDINATOR, FLORIDA DEPARTMENT OF HEALTH PALM BEACH
 COUNTY WILL BE FOLLOWED, AND THAT NOTIFICATION WILL BE
 GIVEN TIMELY. ADDITIONAL INFORMATION REGARDING ASBESTOS
 REQUIREMENTS CAN BE FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN PDF
 FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE INCLUDE
 THE PERMIT NUMBER AND "ASBESTOS" IN THE SUBJECT LINE.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2021-09-14 Cont ID  
Sent By jwitmer Date 2021-09-14 Time 14:34 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2021-09-14 14:34:44WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21050626
 ADD: 2255 PALM BEACH LAKES BLVD.
 CONT: TBD/ TO BE DETERMINED
 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.
  
 3RD REVIEW
 DATE: TUES. SEPT. 14TH / 2021
 ACTION: PASSED/ BUILDING PROVISOS
  
 1) BUILDING PROVISO: 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.
  
 2) BUILDING PROVISO / DEFERRED SUBMITTALS. THERE ARE
 SEVERAL PRODUCT APPROVALS SUBMITTED THAT DO NOT HAVE
 EITHER A FLORIDA PRODUCT APPROVAL OR A MIAMI-DADE NOA.
 ALL PRODUCT APPROVALS IN FLORIDA MUST HAVE A
 THIRD-PARTY QUALITY ASSURANCE PROGRAM AND ALL WINDOWS
 AND DOORS HAVE TO HAD PASSED THE LARGE MISSILE TESTING
 OR HAVE THE OPENINGS SHUTTERED. COMPONENTS & CLADDING
 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) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, MECHANICAL SYSTEM CURBS ROOF TOP
 VENTILATORS
  
 3) BUILDING PROVISO / DEFERRED SUBMITTALS. THE DESIGNER
 OF RECORD AT THIS TIME ASK FOR ALL PRODUCT APPROVALS TO
 BE DEFERRED SUBMITTALS. NOTE IF THE PRODUCT APPROVALS
 ARE ISSUED WITH THE PLANS AND IF THE TBD TO BE
 DETERMINED CONTRACTOR ELECTS TO USE A DIFFERENT PRODUCT
 EACH NEW PRODUCT APPROVAL IS CONSIDERED A SEPARATE
 REVISION, IF REVIEWS AND ASSOCIATED FEES.
 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS
 SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 4) BUILDING PROVISO /DEFERRED SUBMITTALS. W. P. B.
 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE
 REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE 61G20
 SHALL BE REVIEWED AND APPROVED IN WRITING (SHOP DRAWING
 STAMP OF APPROVAL) BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC.
  
 5) BUILDING PROVISO /DEFERRED SUBMITTALS. IDENTIFY
 GLAZING/ MULLIONS. PLEASE IDENTIFY ON 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, 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.
  
 6) BUILDING PROVISO / DEFERRED SUBMITTALS. 107.2.1.2
 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE
 CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND
 DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS,
 VENTING, FASTENING REQUIREMENTS, FLASHING REQUIREMENTS
 AND WIND RESISTANCE RATING THAT ARE REQUIRED TO BE
 INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL
 INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR
 THE SPECIFIC SITE. FOR ALL ROOFING PRODUCTS PLEASE
 IDENTIFY ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED
 PRESSURES FOR ROOF ZONE # 1. REVIEW THE PRODUCT
 APPROVAL LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED
 FOR ROOF ZONES 2 & 3. FASTENER DENSITIES SHALL BE
 INCREASED FOR BOTH INSULATION & THE BASE SHEET AS
 CALCULATED IN COMPLIANCE WITH ROOFING APPLICATION
 STANDARDS RAS 117. CALCULATION PREPARED, SIGNED AND
 SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR
 REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 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 2021-08-03 Cont ID  
Sent By jwitmer Date 2021-08-03 Time 16:06 Rev Time 0.00
Received By jwitmer Date 2021-08-03 Time 14:22 Sent To  
Notes
2021-08-03 16:06:29WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21050626
 ADD: 2255 PALM BEACH LAKES BLVD.
 CONT: TBD/ TO BE DETERMINED
 TEL: ???
 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: TUES. AUGUST 03RD/ 2021
 ACTION: DENIED
 1-4) COMPLIED.
  
 5) BUILDING PROVISO: 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.
  
 6) SEMI-COMPLIED. 2ND REQUEST. WIND SPEED OF 168 MPH 3
 SECOND GUST HAS BEEN CORRECTED. THE 168 MPH/ VULT WOULD
 BE FINE, 130 MPH/ VASD. UNDER THE HEADING 11 WIND
 PRESSURES NOTE 1 STATES THE ROOF AND WALL PRESSURES
 WERE TAKEN AT A MEAN ROOF HEIGHT OF 11 FEET. SHEET A3.0
 THE EXTERIOR ELEVATION SHEET SHOWS PARAPET HEIGHTS OF
 23 & 25 FEET IN HEIGHT. THE MEAN ROOF HEIGHT IS NOT
 GIVEN. SHEET S2.2 IS FOR ROOF AND MEZZANINE FRAMING
 PLAN, SO WITH A MEZZANINE LEVEL MEZZANINE FLOOR FRAMING
 AND ROOF BAR JOIST THE MEAN ROOF HEIGHT IS DEFINITELY
 OVER 11 FEET IN HEIGHT AND THE ASSOCIATE WALL AND ROOF
 PRESSURES PROVIDED. WIND LOAD CALCULATIONS PAGE 60 OF
 77 HAS TAKEN THE MEAN ROOF HEIGHT OF 20 FEET
  
 1ST ROUND COMMENTS. SHEET S1.1 UNDER THE HEADING DESIGN
 CRITERIA NOTE 5) WIND LOADS LIST THE BASIC WIND SPEED
 AS V(3 SECOND GUST AS 108 MPH. PLEASE REVIEW THE 2020
 FBC-B SEE FIGURE 1609.3(1) VULT DESIGN WIND SPEED/ 3
 SECOND GUST., VULT FOR RISK CATEGORY II BUILDINGS. WE
 ARE LOCATED IN THE 170 MPH, 3 SECOND GUST VULT WIND
 ZONE OR 132 MPH, 3 SECOND GUST. VASD. YOU CAN
 INTERPOLATE BETWEEN WIND SPEED CONTOUR LINES. I COULD
 NOT FIND IN THE PLANS WHERE THE DESIGN PRESSURES WERE
 GIVEN FOR ZONES 1,2,3 ROOF ZONES AND WALL ZONES 4 & 5.
 PLEASE PROVIDE ALL PRESSURES IN VASD SINCE THE
 PRESSURES ARE IN THE PRODUCT APPROVALS ARE VASD. PLEASE
 PROVIDE CHARTS FOR EFFECTIVE WIND AREA IN 10 SQ. FT.,
 20 SQ. FT., 50 SQ. FT., AND 100 SQ. FT. AND VALUES FOR
 THE STATED MEAN ROOF HEIGHT. STATED PRESSURES SHOULD BE
 IN VASD THE SAME AS PRODUCT APPROVALS, EXPOSURE C .
  
 7-11) BUILDING PROVISOS/ DEFERRED SUBMITTALS.
  
 7) DEFERRED SUBMITTALS. THERE ARE SEVERAL PRODUCT
 APPROVALS SUBMITTED THAT DO NOT HAVE EITHER A FLORIDA
 PRODUCT APPROVAL OR A MIAMI-DADE NOA. ALL PRODUCT
 APPROVALS IN FLORIDA MUST HAVE A THIRD-PARTY QUALITY
 ASSURANCE PROGRAM AND ALL WINDOWS AND DOORS HAVE TO HAD
 PASSED THE LARGE MISSILE TESTING OR HAVE THE OPENINGS
 SHUTTERED. COMPONENTS & CLADDING
 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) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, MECHANICAL SYSTEM CURBS ROOF TOP
 VENTILATORS
  
  
 8) DEFERRED SUBMITTALS. THE DESIGNER OF RECORD AT THIS
 TIME ASK FOR ALL PRODUCT APPROVALS TO BE DEFERRED
 SUBMITTALS. NOTE IF THE PRODUCT APPROVALS ARE ISSUED
 WITH THE PLANS AND IF THE TBD TO BE DETERMINED
 CONTRACTOR ELECTS TO USE A DIFFERENT PRODUCT EACH NEW
 PRODUCT APPROVAL IS CONSIDERED A SEPARATE REVISION, IF
 REVIEWS AND ASSOCIATED FEES.
 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS
 SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
  
 9) DEFERRED SUBMITTALS. W. P. B. 107.3.4. PRODUCT
 APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED BY
 FLORIDA ADMINISTRATIVE CODE RULE 61G20 SHALL BE
 REVIEWED AND APPROVED IN WRITING (SHOP DRAWING STAMP OF
 APPROVAL) BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC.
  
  
 10) DEFERRED SUBMITTALS. IDENTIFY GLAZING/ MULLIONS.
 PLEASE IDENTIFY ON 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,
 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 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.
  
 11) DEFERRED SUBMITTALS. 107.2.1.2 FOR ROOF ASSEMBLIES
 REQUIRED BY THE CODE, THE CONSTRUCTION DOCUMENTS SHALL
 ILLUSTRATE, DESCRIBE AND DELINEATE THE TYPE OF ROOFING
 SYSTEM, MATERIALS, VENTING, FASTENING REQUIREMENTS,
 FLASHING REQUIREMENTS AND WIND RESISTANCE RATING THAT
 ARE REQUIRED TO BE INSTALLED. PRODUCT EVALUATION AND
 INSTALLATION SHALL INDICATE COMPLIANCE WITH THE WIND
 CRITERIA REQUIRED FOR THE SPECIFIC SITE. FOR ALL
 ROOFING PRODUCTS PLEASE IDENTIFY ALL ROOFING
 SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR ROOF
 ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS, IF
 ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3.
 FASTENER DENSITIES SHALL BE INCREASED FOR BOTH
 INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE
 WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION
 PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED
 PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT.
 1609.6.4.4.1 COMPONENTS & CLADDING.
  
 12) 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.
  
 MONDAY AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE
 WORKING FROM CITY HALL.
 MY WORK HOURS ARE 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 2021-06-14 Cont ID  
Sent By jwitmer Date 2021-06-14 Time 17:21 Rev Time 0.00
Received By jwitmer Date 2021-06-14 Time 11:45 Sent To  
Notes
2021-06-14 16:55:07WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21050626
 ADD: 2255 PALM BEACH LAKES BLVD.
 CONT: TBD/ TO BE DETERMINED
 TEL: ???
 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: MON. JUNE 14TH/ 2021
 ACTION: DENIED
 1) SHEET A0.1 ACCESSIBILITY DETAILS:
 1A) THERE ARE ACCESSIBLE DETAILS CROSSED OUT ASSUMED
 NOT USED. THIS PERMIT IS FOR THE REMODEL OF THE
 BUILDING. UNDER PERMIT 21050628 IS PARKING LOT
 IMPROVEMENTS. THIS DETAIL SHOULD ALSO BE CROSSED OUT
 SINCE WE ARE DEALING WITH THE BUILDING IN THIS PERMIT.
 IT ALSO DOES NOT MEET THE CITY OF WEST PALM BEACH STALL
 STANDARD.
  
 1B) DETAIL 11 IS ALSO CROSSED OUT PROTRUDING OBJECTS
 AND VERTICAL CLEARANCES. THESE DETAILS MAYBE REQUIRED
 WITHIN THE SCOPE OF THE BUILDING REMODEL.107.2.1.2.
 ADDITIONAL INFORMATION IS REQUIRED.
  
 2) A1.0 ARCHITECTURAL SITE PLAN, STAIR AND ADA RAMP-
 ELEVATIONS:
  
 2A) DETAIL 4 STAIR AND ADA RAMP- ELEVATIONS SHOWS THE
 HANDRAIL HEIGHT OF 34 INCHES. ON THE RAMP HANDRAIL
 EXTENSION, THE HEIGHT OF THE BOTTOM PORTION OF THE
 HANDRAIL EXTENSION IS NOT GIVEN, NOR COMPLIANCE WITH
 THE 2020 FBC-ACCESSIBILITY CODE SECTION 307.2. I DO NOT
 SEE A SECTION OR DETAIL FOR THE HANDRAIL EXTENSIONS FOR
 THE STAIRS AND COMPLIANCE WITH ACCESSIBILITY CODE
 SECTION 307.2.
  
 2B) THE RAMP DOES NOT SHOW A DIMENSION FROM THE FLOOR
 LEVEL OF THE RAMP TO THE BOTTOM OF BOTTOM RAIL HEIGHT.
 2020 FBC-B 1015.4 OPENING LIMITATION.
  
 2C) DETAIL # 3 OF THE SITE PLAN NOTE # 9 INDICATES A
 NEW CONCRETE SIDEWALK. NOTE 8 INDICATES THE 2 ACCESS
 AISLES BUT THE PLAN IS SILENT AS TO IF THE SIDEWALK IS
 LEVEL WITH THE ACCESS AISLES OR IF THERE WILL BE CURB
 CUTS (FIGURE 406.3 & 406.4 OF THE 2020 ACCESS. CODE)
 INTO THE NEW CONCRETE SIDEWALK.
  
 3) SHEET A4.0 DETAIL # 5 NORTH BREAKROOM INT. ELEVATION
 SHOWS 2 MICROWAVES IN THE UPPER CABINETS. PLEASE SHOW
 COMPLIANCE WITH THE 2020 FBC-ACCESSIBILITY CODE
 SECTIONS:
 308 REACH RANGES. 308.2 FORWARD REACH. / 308.2.1
 UNOBSTRUCTED/ 308.2.2 OBSTRUCTED HIGH REACH.
 308.3 SIDE REACH. / 308.3.1 UNOBSTRUCTED/ 308.3.2
 OBSTRUCTED HIGH REACH.
 309 OPERABLE PARTS. 309.3 HEIGHT. OPERABLE PARTS SHALL
 BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES
 SPECIFIED IN 308.
 309.4 OPERATION. OPERABLE PARTS SHALL BE OPERABLE WITH
 ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,
 PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED
 TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS (22.2 N)
 MAXIMUM.
  
 4) A6.0 ENLARGED TOILET PLANS AND ELEVATIONS:
  
 4A) DETAIL # 1. SHOWS THE TOILET GRAB BARS MEASURED
 FROM FLOOR TO CENTERLINE OF GRAB BAR AT A HEIGHT OF 36
 INCHES. 2020 FBC-ACCESSIBILITY CODE SECTION 609.4
 POSITION OF GRAB BARS. GRAB BARS SHALL BE INSTALLED IN
 A HORIZONTAL POSITION, 33 INCHES MINIMUM AND 36 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF
 THE GRIPPING SURFACE, NOT CENTERLINE. CORRECT ALL
 DETAILS.
  
 4B) DETAIL # 1 TOILET PAPER HOLDER IS DETAILED 12
 INCHES FROM THE FRONT OF THE WATER CLOSET TO CENTERLINE
 OF THE TOILET PAPER DISPENSER. TOILET PAPER DISPENSERS.
 604.7. THE TOILET PAPER DISPENSER SHALL COMPLY WITH
 309.4 AND SHALL BE 7 INCHES MINIMUM TO 9 INCHES MAXIMUM
 IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE
 OF THE DISPENSER.
  
 4C) THE FLOOR PLAN GIVES A DETAIL FOR DRINKING
 FOUNTAINS BUT THERE IS NO ELEVATION SHOWING COMPLIANCE
 WITH THE 2020 FBC-ACCESSIBILITY CODE SECTIONS:
 (1) 2020 FBC-ACCESSIBILITY CODE. 211.2 MINIMUM NUMBER.
 NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED.
 ONE DRINKING FOUNTAIN SHALL COMPLY WITH 602.1 THROUGH
 602.6 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH
 602.7.
 (2) SPOUT OUTLETS/ DRINKING FOUNTAINS. 2017 ACCESS.
 CODE. SPOUT OUTLETS SHALL COMPLY WITH:
 602.4 SPOUT HEIGHT. 36 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND FOR WHEELCHAIR BOUND INDIVIDUALS.
 602.7 SPOUT HEIGHT FOR THE STANDING PERSONS SHALL BE
 BETWEEN 38 TO 43 INCHES ABOVE FINISH FLOOR.
  
 5) STRUCTURAL PLANS ALL MAKE NOTE TO THE 2018 IBC WE IN
 FLORIDA DO NOT USE THE IBC, IT MAYBE THE BASE CODE BUT
 FLORIDA HAS ADOPTED THE 2020 FLORIDA BUILDING CODE.
 SHEET S1.1 GENERAL NOTES 4 REFER TO SECTIONS 1704 AND
 OR 1705. IN THE 2020 FBC-BUILDING THESE SECTIONS ARE
 RESERVED.
 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.
  
 6) SHEET S1.1 UNDER THE HEADING DESIGN CRITERIA NOTE 5)
 WIND LOADS LIST THE BASIC WIND SPEED AS V(3 SECOND GUST
 AS 108 MPH. PLEASE REVIEW THE 2020 FBC-B SEE FIGURE
 1609.3(1) VULT DESIGN WIND SPEED/ 3 SECOND GUST., VULT
 FOR RISK CATEGORY II BUILDINGS. WE ARE LOCATED IN THE
 170 MPH, 3 SECOND GUST VULT WIND ZONE OR 132 MPH, 3
 SECOND GUST. VASD. YOU CAN INTERPOLATE BETWEEN WIND
 SPEED CONTOUR LINES. I COULD NOT FIND IN THE PLANS
 WHERE THE DESIGN PRESSURES WERE GIVEN FOR ZONES 1,2,3
 ROOF ZONES AND WALL ZONES 4 & 5. PLEASE PROVIDE ALL
 PRESSURES IN VASD SINCE THE PRESSURES ARE IN THE
 PRODUCT APPROVALS ARE VASD. PLEASE PROVIDE CHARTS FOR
 EFFECTIVE WIND AREA IN 10 SQ. FT., 20 SQ. FT., 50 SQ.
 FT., AND 100 SQ. FT. AND VALUES FOR THE STATED MEAN
 ROOF HEIGHT.
  
 7) THERE ARE SEVERAL PRODUCT APPROVALS SUBMITTED THAT
 DO NOT HAVE EITHER A FLORIDA PRODUCT APPROVAL OR A
 MIAMI-DADE NOA. ALL PRODUCT APPROVALS IN FLORIDA MUST
 HAVE A THIRD-PARTY QUALITY ASSURANCE PROGRAM AND ALL
 WINDOWS AND DOORS HAVE TO HAD PASSED THE LARGE MISSILE
 TESTING OR HAVE THE OPENINGS SHUTTERED. COMPONENTS &
 CLADDING
 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) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, MECHANICAL SYSTEM CURBS ROOF TOP
 VENTILATORS
  
 8) THE DESIGNER OF RECORD AT THIS TIME ASK FOR ALL
 PRODUCT APPROVALS TO BE DEFERRED SUBMITTALS. NOTE IF
 THE PRODUCT APPROVALS ARE ISSUED WITH THE PLANS AND IF
 THE TBD TO BE DETERMINED CONTRACTOR ELECTS TO USE A
 DIFFERENT PRODUCT EACH NEW PRODUCT APPROVAL IS
 CONSIDERED A SEPARATE REVISION, IF REVIEWS AND
 ASSOCIATED FEES.
 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS
 SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 9) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE
 61G20 SHALL BE REVIEWED AND APPROVED IN WRITING (SHOP
 DRAWING STAMP OF APPROVAL) BY THE DESIGNER OF RECORD
 PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC.
  
 10) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON 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, 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.
  
 11) 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE,
 THE CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE
 AND DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS,
 VENTING, FASTENING REQUIREMENTS, FLASHING REQUIREMENTS
 AND WIND RESISTANCE RATING THAT ARE REQUIRED TO BE
 INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL
 INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR
 THE SPECIFIC SITE. FOR ALL ROOFING PRODUCTS PLEASE
 IDENTIFY ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED
 PRESSURES FOR ROOF ZONE # 1. REVIEW THE PRODUCT
 APPROVAL LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED
 FOR ROOF ZONES 2 & 3. FASTENER DENSITIES SHALL BE
 INCREASED FOR BOTH INSULATION & THE BASE SHEET AS
 CALCULATED IN COMPLIANCE WITH ROOFING APPLICATION
 STANDARDS RAS 117. CALCULATION PREPARED, SIGNED AND
 SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR
 REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 12) 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
 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 1 Status P Date 2021-06-25 Cont ID  
Sent By jleahy Date 2021-06-25 Time 12:24 Rev Time 0.00
Received By jleahy Date 2021-06-25 Time 11:47 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2021-07-23 Cont ID  
Sent By   Date 2021-07-23 Time   Rev Time 0.00
Received By bdolan Date 2021-07-23 Time 15:30 Sent To  
Notes
2021-07-23 15:31:45THIS PLAN HAS BEEN REVIEWED AND APPROVED BY THE
 DIVISION OF FIRE PREVENTION WITH THE FOLLOWING
 COMMENTS:
  
 ANY REMOVAL AND/OR CONSTRUCTION OF THE CEILING AREA MAY
 REQUIRE AN EVALUATION OR MODIFICATION OF THE FIRE
 SPRINKLER SYSTEM FOR CODE COVERAGE AND COMPLIANCE BY A
 CERTIFIED FIRE SPRINKLER CONTRACTOR.
  
 PER 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 FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2021-06-01 Cont ID  
Sent By   Date 2021-06-01 Time   Rev Time 0.00
Received By bdolan Date 2021-06-01 Time 13:53 Sent To  
Notes
2021-06-01 14:13:53THIS PLAN HAS BEEN REVIEWED AND APPROVED BY THE
 DIVISION OF FIRE PREVENTION WITH THE FOLLOWING
 COMMENTS:
  
 ANY REMOVAL AND/OR CONSTRUCTION OF THE CEILING AREA MAY
 REQUIRE AN EVALUATION OR MODIFICATION OF THE FIRE
 SPRINKLER SYSTEM FOR CODE COVERAGE AND COMPLIANCE BY A
 CERTIFIED FIRE SPRINKLER CONTRACTOR.
  
 PER 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 4 Status N Date 2021-09-30 Cont ID  
Sent By medwards Date 2021-09-30 Time 16:58 Rev Time 0.00
Received By medwards Date 2021-09-16 Time 10:39 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2021-09-14 Cont ID  
Sent By ccarvaja Date 2021-09-14 Time 17:36 Rev Time 0.00
Received By ccarvaja Date 2021-09-02 Time 07:04 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2021-08-13 Cont ID  
Sent By lcrespo Date 2021-08-13 Time 17:07 Rev Time 0.00
Received By lcrespo Date 2021-07-22 Time 15:48 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2021-06-30 Cont ID  
Sent By kalexand Date 2021-06-30 Time 13:11 Rev Time 0.00
Received By lcrespo Date 2021-05-26 Time 16:43 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2021-10-08 Cont ID  
Sent By lmarchan Date 2021-10-08 Time 11:36 Rev Time 0.00
Received By lmarchan Date 2021-10-01 Time 12:41 Sent To  
Notes
2021-10-08 11:36:43NO IMPACT FEES DUE. LEM
2021-10-01 12:41:2310/1/21 EMAILED IMPACT FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2021-06-14 Cont ID  
Sent By jwitmer Date 2021-06-14 Time 17:21 Rev Time 0.00
Received By jwitmer Date 2021-06-14 Time 11:46 Sent To  
Notes
2021-06-14 16:56:03IMPACT 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].
  
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2021-09-30 Cont ID  
Sent By medwards Date 2021-09-30 Time 16:57 Rev Time 0.00
Received By medwards Date 2021-09-30 Time 16:57 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2021-09-03 Cont ID  
Sent By medwards Date 2021-09-03 Time 11:08 Rev Time 0.00
Received By medwards Date 2021-09-03 Time 11:07 Sent To  
Notes
2021-09-03 11:08:253RD REVIEW FBC-2020 MECHANICAL
 PERMIT
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE
 FBC M- FLORIDA MECHANICAL CODE
 FBC EC- FLORIDA ENERGY CONSERVATION
 FBC FG- FLORIDA FUEL GAS
 FBC EX- FLORIDA EXISTING BUILDING CODE
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PLEASE UNDERSTAND THAT WE CANNOT USE THE
 ARCHITECTURAL OCCUPANT COUNT TO DETERMINE THE OUTDOOR
 AIR FOR THE TENANT SPACE. SEE BELOW PLEASE PROVIDE
 OUTDOOR AIR CALCULATIONS BASED ON FBC M 403.3.1.1 AND
 TABLE 403.3.1.1. FOOTNOTE (A) CAN AND SHOULD BE USED.
 (EXAMPLE- SHOWROOM 9500 SQ. FT. 9500/1000 = 9.5; 9.5 X
 15 = 143 OCCUPANTS. 143 X 7.5 = 1,072.5 CFM; 9500 X .12
 = 1,140; 1,072.5 + 1,140 = 2,212.5 CFM OF OUTDOOR AIR
 REQUIRED FOR THE SHOWROOM.
  
 403.3.1.1 OUTDOOR AIRFLOW RATE. VENTILATION SYSTEMS
 SHALL BE DESIGNED TO HAVE THE CAPACITY TO SUPPLY THE
 MINIMUM OUTDOOR AIRFLOW RATE, DETERMINED IN ACCORDANCE
 WITH THIS SECTION. IN EACH OCCUPIABLE SPACE, THE
 VENTILATION SYSTEM SHALL BE DESIGNED TO DELIVER THE
 REQUIRED RATE OF OUTDOOR AIRFLOW TO THE BREATHING ZONE.
 THE OCCUPANT LOAD UTILIZED FOR DESIGN OF THE
 VENTILATION SYSTEM SHALL BE NOT LESS THAN THE NUMBER
 DETERMINED FROM THE ESTIMATED MAXIMUM OCCUPANT LOAD
 RATE INDICATED IN TABLE 403.3.1.1.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2021-08-10 Cont ID  
Sent By medwards Date 2021-08-10 Time 12:34 Rev Time 0.00
Received By medwards Date 2021-08-10 Time 12:34 Sent To  
Notes
2021-08-10 12:35:222ND REVIEW FBC-2020 MECHANICAL
 PERMIT-21050626
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE
 FBC M- FLORIDA MECHANICAL CODE
 FBC EC- FLORIDA ENERGY CONSERVATION
 FBC FG- FLORIDA FUEL GAS
 FBC EX- FLORIDA EXISTING BUILDING CODE
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PLEASE SUBMIT OUTDOOR AIR CALCULATIONS BASED ON FBC
 403.3.1.1 AND TABLE 403.3.1.1 AND NOT THE ARCHITECTURAL
 OCCUPANT NUMBERS AS 403.3.1.1 TELLS US WE MUST USE
 TABLE 403.3.1.1. PLEASE ALSO REMEMBER YOU CAN USE THE
 FOOTNOTES TO THE TABLE WHERE THEY APPLY (FOOTNOTE A
 ALLOWS THE USE OF NET SQ. FT. INSTEAD OF GROSS).
  
 2) PLEASE UPLOAD THE MECHANICAL EQUIPMENT SIZING
 CALCULATION SEPARATELY INTO SUPPORTING DOCS. IF ONE
 NEEDED TO SEE THEM AT A LATER DATE IT WOULD NOT BE KNOW
 THAT THEY WERE UPLOADED WITH THE REVIEW COMMENTS. FBC
 107.2.1
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2021-06-28 Cont ID  
Sent By medwards Date 2021-06-28 Time 08:16 Rev Time 0.00
Received By medwards Date 2021-06-28 Time 08:01 Sent To  
Notes
2021-06-28 08:17:071ST REVIEW FBC-2020 MECHANICAL
 PERMIT-21050626
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE
 FBC M- FLORIDA MECHANICAL CODE
 FBC EC- FLORIDA ENERGY CONSERVATION
 FBC FG- FLORIDA FUEL GAS
 FBC EX- FLORIDA EXISTING BUILDING CODE
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PLEASE PROVIDE THE MECHANICAL EQUIPMENT SIZING
 CALCULATIONS. FOR THE NEW AHU. FBC EC C403.2.1
  
 2) PLEASE PROVIDE THE OUTDOOR AIR CALCULATIONS. FBC M
 403.3.1.1 AND TABLE 403.3.1.1
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2021-08-13 Cont ID  
Sent By lcrespo Date 2021-08-13 Time 17:07 Rev Time 0.00
Received By lcrespo Date 2021-08-12 Time 15:08 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2021-06-30 Cont ID  
Sent By lcrespo Date 2021-06-30 Time 13:10 Rev Time 0.00
Received By lcrespo Date 2021-06-28 Time 14:24 Sent To  
Notes
2021-06-30 13:10:1806/30/21 3RD PLUMBING REVIEW**DENIED** WITH COMMENTS
  
 NOTE - A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS
 TIME, AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE
 GENERATED UPON THE RE-REVIEW OF SUBMITTED CORRECTIONS.
  
 1. ON SHEET A0.0 UNDER CODE / PROJECT INFORMATION,
 PLEASE PROVIDE THE CORRECT EDITION FOR ALL FLORIDA
 CODES PER THE WPB AMENDMENTS TO FBC SEC. 107.2.1.
  
 2. ON SHEET A0.2;
  
 A. DETAIL 18 THE SIDEWALL AND DISPENSER OUTLET
 LOCATION, GRAB BAR SHOWS A VERTICAL GRAB BAR. GRAB BARS
 SHALL BE INSTALLED IN A HORIZONTAL POSITION PER THE
 2020 FBC ACC SEC. 609.4.
  
 B. DETAIL 8 THE DRINKING FOUNTAIN DETAIL IS MISSING THE
 DIMENSION OF 30 X 48 IN. CLEAR FLOOR SPACE FOR A
 FORWARD APPROACH TO THE WHEELCHAIR ACCESSIBLE DRINKING
 FOUNTAIN PER THE 2020 FBC ACC SEC. 602.2 CLEAR FLOOR
 SPACE.
  
 C. ON NOTE #1, IT HAS AN EXCEPTION FOR ICC/ANSI
 A117.1-2009. HOWEVER, UNDER THE CODE REFERENCE, THIS IS
 NOT NOTED. IN DETAIL #4, NOTE 3 HAS 2010 MENTION PLEASE
 CORRECT THE CODE CYCLE AND CODE REFERENCE ON THE
 ACCESSIBLE 2020 FBC PER WPB AMENDMENTS TO THE FBC
 SEC.107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 3. ON THE SHEET, A1.1 DOES NOT SHOW THE KITCHEN CLEAR
 FLOOR SPACE FOR THE BREAKROOM SINK. PLEASE PROVIDE PER
 THE WPB AMENDMENTS TO THE FBC SEC.107.2.1 INFORMATION
 ON CONSTRUCTION DOCUMENTS.
  
 4. ON SHEET A6.0;
  
 A., PLEASE GIVE THE CLEAR FLOOR SPACE FOR THE DRINKING
 FOUNTAIN PER THE 2020 FBC ACC SEC. 602.2 CLEAR FLOOR
 SPACE.
  
 B. ON DETAIL #1 AND #4, SHOW A VERTICAL GRAB BAR. GRAB
 BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION PER
 THE 2020 FBC ACC SEC. 609.4.
  
 C. ON THAT SAME DETAIL, THE GRAB BARS ON A HORIZONTAL
 SHALL BE MEASURED TO THE CENTER OF THE BAR PER THE 2020
 FBC ACC SEC. 604.5.1 SIDE WALL AND 604.5.2 REAR WALL.
  
 D. ON THAT SAME DETAIL, THE WATER CLOSET PAPER
 DISPENSER IS 12,? AND IT SHALL BE 7? INCHES MINIMUM AND
 9? INCHES MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED
 TO THE CENTERLINE OF DISPENSER PER THE 2020 FBC ACC
 SEC. 604.7.
  
 E. DETAIL #4 SHOWS THE HANDLE NOT ON THE OPEN SIDE FOR
 FLUSH CONTROL SHALL BE HAND OPERATED ON THE OPEN SIDE
 PER THE 2020 FBC ACC SEC. 604.9.5.
  
 F. PLEASE SHOW DIMENSIONS FOR GRAB BARS LIKE ON-PAGE
 A0.2 OR PUT A NOTE TO REFER TO #8 DETAIL ON THE UNDER
 GENERAL NOTES THAT ARE MORE SPECIFIC TO WHERE TO FIND
 PER THE WPB AMENDMENTS TO THE FBC SEC.107.2.1
 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 G. THE SAME FOR THE LAV ON DETAIL #3 SHOW DIMENSION FOR
 UNDER LAV ARE MISSING DIMENSIONS AND NOT SHOWN ON
 ADDITIONAL ACCESSIBILITY INFORMATION. PLEASE PROVIDED
 ACCORDING TO 2020 FBC ACC.
  
 H. LAVATORY WATER SUPPLY AND DRAINPIPES UNDER THE SIDE
 SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT
 AGAINST CONTACT PER THE 2017 FBC ACC SEC. 606.5.
  
 I. PLEASE PROVIDE CABINET DETAIL SHOWING THE KITCHEN
 SINK HEIGHT OF 34? INCHES MAXIMUM PER THE 2017 FBC ACC
 SEC. 606.3.
  
 K. PLEASE SHOW KITCHEN CLEAR FLOOR SPACE DIMENSION FOR
 BREAKROOM SINK. IN ADDITION, PLEASE PROVIDE PER THE WPB
 AMENDMENTS TO THE FBC SEC.107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS.
  
 L. PLEASE SHOW FOR WATER FOUNTAIN THE SHOW KNEE AND TOE
 CLEARANCES, SPOUT HEIGHTS, SPOUT LOCATIONS PER THE 2020
 FBC ACC SEC. 306, 307, & 602.2, COMPLIANCE WITH 2017
 FBC ACC SEC. 307.2 PROTRUSION LIMITS.
  
 5. PLEASE PROVIDE A SLAB REPAIR DETAIL PER THE WPB
 AMENDMENTS TO THE FBC SEC.107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS.
  
 6. ON SHEET P0.0;
  
 A. UNDER THE STANDARD CODE # B, IT REFERS TO THE 2017
 FBC CODE AND 2015. PLEASE CORRECT THE CORRECT YEAR AND
 DELETE 2015 IPC PER THE WPB AMENDMENTS TO THE FBC
 SEC.107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 B. SUBMIT LISTED FIRE-STOPPING DETAILS FOR THE
 NONMETALLIC PIPPING THROUGH RATED WALLS AND THE FLOORS.
 IN ADDITION, PLEASE SUBMIT THE COMPLETE ASSEMBLY
 DETAILS FOR THE UL 449 AND 605 SYSTEMS PER THE WPB
 AMENDMENTS TO FBC SEC. 107.2.1.
  
 C. PLUMBING ENERGY NOTES 1-5 DOES NOT APPLY TO THE
 PLUMBING SYSTEM. PLEASE REMOVE OR X OUT PER THE WPB
 AMENDMENTS TO THE FBC SEC.107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS.
  
 D. ON THE PLUMBING FIXTURE SCHEDULE WB-1 WALL BOX FOR
 WATER, IS IT IN A FIREWALL, AND IF SO, PLEASE PROVIDE A
 FIRE-RATED BOX RATING PER THE WPB AMENDMENTS TO THE FBC
 SEC.107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 E. ICEMAKER AND COFFEE MAKER SHALL BE EQUIPPED WITH AN
 IN-LINE VACUUM BREAKER THAT COMPLIES WITH ASSE 1024 PER
 THE 2020 FBC SEC. 608.13.10. IF APPLICABLE
  
 F. UNDERGROUND PIPES AND NOT IN CONDITION SPACE NEED TO
 BE INSULATED WITH A MINIMUM R-3 PER THE 2020 FBC SEC.
 RE 403.5.3.
  
 7. PLEASE PROVIDE A PLUMBING ISOMETRIC RISER DIAGRAM
 FOR SANITARY AND WATER PER THE WPB AMENDMENTS TO THE
 FBC SEC. 107.5.1.3 (13) COMMERCIAL PLUMBING.
  
 8. ON THE SHEET, P1.0 SHOWS THE BATHROOM GROUPS ON
 THROUGH THE TRUNK LINE, WHICH ENDS UP ON THE DRINKING
 FOUNTAIN DRAIN; THIS CANNOT DISCHARGE INTO A HORIZONTAL
 WET VENT PER THE 2020 FBC SEC. P 912.1. SUGGESTION,
 ISOLATE BATHROOM GROUPS AND USE TRUNK LINE AS A DIRECT
 DISCHARGE TO SEPARATE BOTH SYSTEMS.
  
 9. ON SHEET P1.1, THE FW-1 MAY REQUIRE A BACKFLOW
 DEVICE PER MANUFACTURE IS SO IT SHALL BE AN INLINE
 VACUUM BREAKER THAT COMPLIES WITH THE ASSE 1024
 NON-CARBONATED. PLEASE SHOW THE HAMMER ARRESTOR FOR
 THIS ITEM AND DRINKING FOUNTAIN THE 2020 FBC P 604.9.
  
 WHEN RESUBMITTING PLANS, PLEASE INDICATE THE REVISION &
 REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. 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 EXPEDITE
 YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 HTTPS://CODES.ICCSAFE.ORG/CODES/FLORIDA
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2021-09-30 Cont ID  
Sent By medwards Date 2021-09-30 Time 16:58 Rev Time 0.00
Received By medwards Date 2021-09-30 Time 16:58 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2021-09-03 Cont ID  
Sent By medwards Date 2021-09-03 Time 11:14 Rev Time 0.00
Received By medwards Date 2021-09-03 Time 11:13 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2021-08-10 Cont ID  
Sent By medwards Date 2021-08-10 Time 12:43 Rev Time 0.00
Received By medwards Date 2021-08-10 Time 12:42 Sent To  
Notes
2021-08-10 12:44:35THE S SHEETS APPEAR TO HAVE A COPY OF THE WET SEAL AND
 SIGNATURE OF BRADLEY R. YOUNG. PLEAE SUBMIT DIGITALLY
 SIGNED STRUCTURAL SHEETS.
  
 PER THE WPB AMENDMENTS TO THE FBC, EACH SHEET OF PLAN
 (INCLUDING THE SUPPORTING DOCUMENTS) IS REQUIRED TO BE
 SIGNED AND SEALED BY THE PERSON RESPONSIBLE FOR THE
 DESIGN. A DIGITAL PLAN REQUIRES A DIGITAL SIGNATURE
 WITH THE PROPER THIRD PARTY VERIFICATION. PROVIDE
 CORRECTION. ALTERNATIVELY, A SIGNED/SEALED PAPER SET
 MAY BE SUPPLIED TO THE BUILDING DEPARTMENT WHEN ALL
 TRADES ARE APPROVED. WPB FBC 107.1; FS 471/481
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2021-06-28 Cont ID  
Sent By medwards Date 2021-06-28 Time 08:17 Rev Time 0.00
Received By medwards Date 2021-06-28 Time 08:17 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2021-06-17 Cont ID  
Sent By kalexand Date 2021-06-17 Time 11:27 Rev Time 0.00
Received By kalexand Date 2021-06-17 Time 11:27 Sent To  
Notes
2021-06-17 11:31:16PARKING IMPROVEMENTS UNDER PERMIT 21050628


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