Plan Review Details - Permit 21070278
Plan Review Stops For Permit 21070278
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 3 Status P Date 2022-04-27 Cont ID  
Sent By jwitmer Date 2022-04-27 Time 11:15 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 2022-02-08 Cont ID  
Sent By jwitmer Date 2022-02-08 Time 13:24 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2022-02-08 13:24:55COMMERCIAL ASBESTOS
 TO 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.
  
 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 ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2021-08-11 Cont ID  
Sent By jwitmer Date 2021-08-11 Time 13:09 Rev Time 0.00
Received By jwitmer Date 2021-08-11 Time 09:05 Sent To  
Notes
2021-08-11 13:08:57COMMERCIAL ASBESTOS
 TO 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 B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2022-04-27 Cont ID  
Sent By jwitmer Date 2022-04-27 Time 13:39 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2022-04-27 13:39:01WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21070278
 ADD: 1035 BLANCHE STREET
 CONT: BUILTMORE CONTRACTING, INC.
 TEL: 561-331-1476
 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: WED. APRIL 27TH/ 2022
 ACTION: DENIED
  
 1) 3RD REQUEST. PERMIT APPLICATION DATE IS 07/07/2021.
 PLEASE BE AWARE THE SUBMITTED ELEVATION CERTIFICATE
 EXPIRATION DATE WAS 11-30-2018, EXPIRED. THE ELEVATION
 CERTIFICATE WAS SIGNED BY THE SURVEYOR ON 8/23/2017,
 NOT A CURRENT DATE. THIS ELEVATION CERTIFICATE IS
 MARKED FOR FINISH CONSTRUCTION, NOT CONSTUCTION
 DOCUMENTS FOR PLAN REVIEW. THE ELEVATION CERTIFICATE IS
 IN NGVD 1929. OCT. 12/2017 THE CITY OF WEST PALM BEACH
 BUILDING DIVISION ADOPTED THE NEW FLOOD MAPS IN NAVD 88
 ALL ELEVATIONS NEED TO BE IN NAVD88, NO LONGER USING
 THE NGVD NOMENCLATURE THERE IS A DIFFERENCE IN
 NOMENCLATURE, ABOUT A 18 INCH DIFFERENCE BETWEEN THE
 NAVD VERSES NAVD 88. 2NDPLEASE REVIEW ALL OF THE 1ST
 ROUND OF COMMENTS FOR ELEVATION CERTIFICATES. A NEW
 ELEVATION CERTIFICATE IS REQUIRED, IN NAVD 88, WITH ALL
 ELEVATIONS CONVERTED TO NAVD88.
 PLANS, FLOOR PLAN WILL NEED TO INDICATE ELEVATION OF
 THE EXISTING FLOOR AND ADDITION IN NAVD 88 AS WELL TO
 DETERMINE CODE COMPLIANCE.
 1ST ROUND OF FLOOD ELEVATION COMMENTS. PLEASE NOTE THE
 BUILDING LOCATED AT 1035 BLANCHE ST./ 1615 CLARE AVE.
 IS LOCATED IN AN (AE) FLOOD ZONE, THE BASE FLOOD
 ELEVATION OR BFE 12.1 NAVD 88. 2020 FBC-BUILDING CODE
 SECTION 1612.5 FLOOD HAZARD DOCUMENTATION. WEST PALM
 BEACH MUNI CODE. ARTICLE XVII ORDINANCES ARTICLE XVII
 FLOOD PREVENTION & CONTROL.
 FBC BUILDING 1612 AND CITY OF WPB CODE OF SECTION
 94-546. STRUCTURE IS IN AN "A" FLOOD ZONE. A FLOOD
 ELEVATION CERTIFICATE WILL BE REQUIRED. PLEASE REVIEW
 CITY ORDINANCE FOR THE CITY REQUIREMENTS REQUIRE AN
 ADDITIONAL 6 INCHES/ (12 INCHES OF ELEVATION IF PERMIT
 APPLICATION AFTER SEPT. 12/2016,
 AFTER OCT. 11/ 2017 AN ADDITIONAL ONE FOOT OF FREE
 BOARD WILL BE REQUIRED OR (2) FEET ABOVE BASE FLOOD, IN
 THIS CASE THE FINISH FLOOR ELEVATION WOULD BE A MINIMUM
 OF 14.1 FT. NAVD88. AFTER OCT. 11/ 2017 THE BUILDING
 DEPARTMENT WILL HAVE ADOPTED THE NEW FLOOD MAPS IN NAVD
 88 ALL ELEVATIONS NEED TO BE IN NAVD88, NO LONGER USING
 THE NGVD NOMENCLATURE. YOU CAN GO TO THE WEBSITE:
 WWW.NGS.NOAA.GOV/TOOLS/VERTCON/VERTCON.HTML FOR
 CONVERSIONS.
  
 THE PALM BEACH COUNTY PROPERTY APPRAISERS WEBSITE LIST
 THE IMPROVED VALUE (VALUE OF BUILDING) AT $773,336.00
 DOLLARS IN VALUE. THE DECLARED VALUE OF THIS PERMIT
 ALONE IS $450,000.00 DOLLARS IN VALUE.
 THIS IS OVER ONE HALF ($386,668.00) OF THE VALUE OF THE
 BUILDING ON THIS LOT THIS MAKES THIS PERMIT A
 SUBSTANTIAL IMPROVEMENT AND WILL NEED TO COMPLY WITH
 SUBSTANTIAL IMPROVEMENTS. THE OWNERS MAY WANT TO
 CONSIDER DRY FLOOD PROOFING IF THE FINISH FLOOR
 ELEVATION IS LOWER THAN THE ELEVATION 14.1 NAVD 88.
  
 SUBSTANIAL IMPROVEMENT. SECTION 94-546 PROVISIONS FOR
 FLOOD HAZARD REDUCTION. (A)(3) ANY ALTERATION, REPAIR,
 RECONSTRUCTION, OR IMPROVEMENTS TO A PROPERTY WHICH THE
 CUMULATIVE COST FOR ANY FIVE YEAR PERIOD EQUALS OR
 EXCEEDS 50 % OF THE BUILDING VALUE AT THE COMMENCEMENT
 OF THE FIVE YEAR PERIOD SHALL MEET THE REQUIREMENTS OF
 NEW CONSTRUCTION AS CONTAINED IN THIS ARTICLE.
  
 DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
 REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES
 REQUIRED:
 (1) FLOOD ZONE CERTIFICATE. A FLOOD ZONE CERTIFICATE IS
 REQUIRED AS PART OF THE PLAN REVIEW DOCUMENTS WITH THE
 PROPOSED FINISH FLOOR HEIGHT. W. P. B. ADMINISTRATIVE
 CODE 107.3.5.1.1 BUILDING MINIMUM PLAN REVIEW CRITERIA
 FOR COMMERCIAL BUILDINGS. (8) FLOOD REQUIREMENTS
 ELEVATIONS, ENCLOSURES, FLOOD DAMAGE-RESISTANT
 MATERIALS.
 (2) FLOOD ZONE CERTIFICATE. ONCE THE FIRST-FLOOR SLAB
 IS POURED THE 2ND ELEVATION CERTIFICATE IS REQUIRED. W.
 P. B. ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS
 1.2 FLOOR/ SLAB INSPECTION. IN FLOOD HAZARD AREAS, UPON
 PLACEMENT OF THE LOWEST FLOOR, INCLUDING BASEMENT, AND
 PRIOR TO FURTHER VERTICAL CONSTRUCTION, THE ELEVATION
 CERTIFICATION, REQUIRED IN SECTION 1612.5, SHALL BE
 SUBMITTED TO THE BUILDING OFFICIAL.
 (3) FLOOD ZONE CERTIFICATE. BEFORE THE ISSUANCE OF A
 CERTIFICATE OF OCCUPANCY OR A CERTIFICATE OF COMPLETION
 THE 3RD FLOOD ZONE CERTIFICATE IS REQUIRED WITH THE
 HEIGHT OF ALL EXTERIOR ATTENDANT A/C PADS OR OTHER
 SLABS FOR GENERATORS. W. P. B. ADMINISTRATIVE CODE
 110.3 REQUIRED INSPECTIONS (6) FINAL INSPECTION. TO BE
 MADE AFTER THE BUILDING IS COMPLETED AND READY FOR
 OCCUPANCY. 6.1. LOWEST FLOOR ELEVATION. IN FLOOD HAZARD
 AREAS, AS PART OF THE FINAL INSPECTION, A FINAL
 CERTIFICATION OF THE LOWEST FLOOR ELEVATION SHALL BE
 SUBMITTED TO THE AUTHORITY HAVING JURISDICTION.
  
  
  
  
  
  
 2) 3RD REQUEST. THE SHEET A202 LIFE SAFETY SHEET
 INDICATES THE FIRE SEPARATION ONLY A TENANT SEPARATION
 WALL WHEREAS THE OCCUPANCY NEXT STORE IS A F-1-M
 OCCUPANCY GROUP, YOUR PROPOSED A2 OCCUPANCY REQUIRES A
 2 HOUR FIRE RATING SEE TABLE 508.4 2020FBC-BUILD.
 WINDOW IN THE REAR EXIT DISCHARGE / EGRESS COURT THE
 OCCUPANCY SEPARATION WALL WOULD ALSO NEED TO BE BLOCKED
 IN OR A FIRE SHUTTER THAT WOULD ACTIVATE WITH SENSORS
 IN THE NEIGHBORING TENANT TO ACTIVATE THE FIRE SHUTTER.
 THE WIDTH OF THE EXIT DISCHARGE / EGRESS COURT IS ONLY
 6 FEET WIDE FROM THE NEIGHBORING TENANTS WINDOW. PLEASE
 REVIEW IN THE 2020 FBC-BUILDING CODE SECTION 1028.4.2
 CONSTRUCTION AND OPENINGS. 1028.5 ACCESS TO THE PUBLIC
 WAY.
 1ST ROUND COMMENTS. SHEET A202 THE LIFE SAFETY PLAN.
 BUILDING CODE ANALYSIS UNDER THE HEADING OF OCCUPANCY
 LIST THE EXISTING OCCUPANCY AS VACANT. PERMIT 17090272
 LIST THIS TENANT SPACE AS BUSINESS. WITH THE BLACK
 CORAL RUM IN THE NEXT TENANT SPACE AND A OCCUPANCY OF
 F-1 & M AND THE PROPOSED A2 OCCUPANCY TABLE 508.4 IN
 THE 2020 FBC-BUILDING CODE WILL REQUIRE A 2 HOUR FIRE
 BARRIER WALL. SEE SECTION 708.4 CONTINUITY.
  
 3) COMPLIED.
  
 4) NOT REQUIRED NO ACTION NEEDED.
  
 5) SEMI-COMPLIED, BAR ISSUES. SHEET A202 UNDER THE
 HEADING OF OCCUPANCY LOAD INDICATES THE TOTAL DINING
 ROOM SEATING OF 143 OCCUPANTS AND 4 ACCESSIBLE SEATS.
 THE 2020 FBC-ACCESSIBILITY CODE SECTION 226.1 WHERE
 DINING SURFACES ARE PROVIDED FOR THE CONSUMPTION OF
 FOOD OR DRINK, AT LEAST 5 PERCENT (143 X 0.05%= 7.15 OR
 8 SEATS) OF THE SEATING SPACES AND STANDING SPACES AT
 THE DINING SURFACES SHALL COMPLY WITH 902.
  
 6) SEMI-COMPLIED NEED ADDITIONAL ACCESSIBLE SEAT
 OUTDOOR SEATING. 52 X 0.05= 2.6 OR 3 SEATS. 2020
 ACCESS. CODE 226.2 DISPERSION. DINING SURFACES AND WORK
 SURFACES REQUIRED TO COMPLY WITH 902 SHALL BE DISPERSED
 THROUGHOUT THE SPACE OR FACILITY CONTAINING DINING
 SURFACES AND WORK SURFACES.
  
 7) SEMI-COMPLIED. 2020 ACCESS. CODE 206.2.5 206.2.5
 RESTAURANTS AND CAFETERIAS. IN RESTAURANTS AND
 CAFETERIAS, AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO
 ALL DINING AREAS, INCLUDING RAISED OR SUNKEN DINING
 AREAS, AND OUTDOOR DINING AREAS. FOR OUTDOOR SEASONAL
 SEATING 52 X 0.05= 2.6 OR 3 ACCESSIBLE SEATS.
  
 8) 3RD REQUEST. THE FLOOR PLAN A202 & DETAIL SHEET A402
 DETAIL 6 NOW SHOW A DROP BAR TOP. FOR AN AREA OF THE
 BAR TO BE ACCESSIBLE A PERSON IN A WHEELCHAIR ONLY
 NEEDS TO WHEEL UP TO THE BAR, NO MECHANISM TO BE
 ACTIVATED.
 1ST ROUND OF COMMENTS. 2020 ACCESS. CODE, MISSING
 ACCESSIBLE SEATS IN THE BAR AREA. 902.1. DINING
 SURFACES AND WORK SURFACES SHALL COMPLY WITH 902.2 AND
 902.3. ADVISORY 902.1 GENERAL. DINING SURFACES INCLUDE,
 BUT ARE NOT LIMITED TO, BARS, TABLES, LUNCH COUNTERS,
 AND BOOTHS. EXAMPLES OF WORK SURFACES INCLUDE WRITING
 SURFACES, STUDY CARRELS, STUDENT LABORATORY STATIONS,
 BABY CHANGING AND OTHER TABLES OR FIXTURES FOR PERSONAL
 GROOMING, COUPON COUNTERS, AND WHERE COVERED BY THE ADA
 SCOPING PROVISIONS, EMPLOYEE WORKSTATIONS.
  
 8)(1) COMPLIED. 902.2 CLEAR FLOOR OR GROUND SPACE.
  
 3RD REQUEST. 8)(2) 2ND REQUEST SHOW DETAIL FOR CODE
 COMPLIANCE. 902.3 HEIGHT. THE TOPS OF DINING SURFACES
 AND WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34
 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
 INCLUDE A SECTION OF THE BAR FOR ACCESSIBLE SEATING.
  
 9-11) COMPLIED.
  
 12) 3RD REQUEST. 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
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, CURBS, ROOF TOP VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 13) COMPLIED.
  
 14) 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.
  
 15) 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.
  
 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 2 Status F Date 2022-02-08 Cont ID  
Sent By jwitmer Date 2022-02-08 Time 13:23 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2022-02-08 13:23:17WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21070278
 ADD: 1035 BLANCHE STREET
 CONT: BUILTMORE CONTRACTING, INC.
 TEL: 561-331-1476
 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. FEB. 08TH/ 2022
 ACTION: DENIED
  
 ***** NOTICE ONLY ***** 4X FEE / NOTICE!!!!! FLORIDA
 STATUTE 553.80(2)(B)
  
  
  
 WITH RESPECT TO EVALUATION OF DESIGN PROFESSIONALS?
 DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN
 ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING
 CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS
 REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO
 CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY
 NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO,
 EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY,
 ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL,
 MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER
 REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING
 COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL
 GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH
 REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION,
 A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE
 PERMIT FEE ATTRIBUTED TO PLANS REVIEW.
  
  
  
 1) 2ND REQUEST. PLEASE NOTE THE BUILDING LOCATED AT
 1035 BLANCHE ST./ 1615 CLARE AVE. IS LOCATED IN AN (AE)
 FLOOD ZONE, THE BASE FLOOD ELEVATION OR BFE 12.1 NAVD
 88. 2020 FBC-BUILDING CODE SECTION 1612.5 FLOOD HAZARD
 DOCUMENTATION. WEST PALM BEACH MUNI CODE. ARTICLE XVII
 ORDINANCES ARTICLE XVII FLOOD PREVENTION & CONTROL.
 FBC BUILDING 1612 AND CITY OF WPB CODE OF SECTION
 94-546. STRUCTURE IS IN AN "A" FLOOD ZONE. A FLOOD
 ELEVATION CERTIFICATE WILL BE REQUIRED. PLEASE REVIEW
 CITY ORDINANCE FOR THE CITY REQUIREMENTS REQUIRE AN
 ADDITIONAL 6 INCHES/ (12 INCHES OF ELEVATION IF PERMIT
 APPLICATION AFTER SEPT. 12/2016,
 AFTER OCT. 11/ 2017 AN ADDITIONAL ONE FOOT OF FREE
 BOARD WILL BE REQUIRED OR (2) FEET ABOVE BASE FLOOD, IN
 THIS CASE THE FINISH FLOOR ELEVATION WOULD BE A MINIMUM
 OF 14.1 FT. NAVD88. AFTER OCT. 11/ 2017 THE BUILDING
 DEPARTMENT WILL HAVE ADOPTED THE NEW FLOOD MAPS IN NAVD
 88 ALL ELEVATIONS NEED TO BE IN NAVD88, NO LONGER USING
 THE NGVD NOMENCLATURE. YOU CAN GO TO THE WEBSITE:
 WWW.NGS.NOAA.GOV/TOOLS/VERTCON/VERTCON.HTML FOR
 CONVERSIONS.
  
 THE PALM BEACH COUNTY PROPERTY APPRAISERS WEBSITE LIST
 THE IMPROVED VALUE (VALUE OF BUILDING) AT $773,336.00
 DOLLARS IN VALUE. THE DECLARED VALUE OF THIS PERMIT
 ALONE IS $450,000.00 DOLLARS IN VALUE.
 THIS IS OVER ONE HALF ($386,668.00) OF THE VALUE OF THE
 BUILDING ON THIS LOT THIS MAKES THIS PERMIT A
 SUBSTANTIAL IMPROVEMENT AND WILL NEED TO COMPLY WITH
 SUBSTANTIAL IMPROVEMENTS. THE OWNERS MAY WANT TO
 CONSIDER DRY FLOOD PROOFING IF THE FINISH FLOOR
 ELEVATION IS LOWER THAN THE ELEVATION 14.1 NAVD 88.
  
 SUBSTANIAL IMPROVEMENT. SECTION 94-546 PROVISIONS FOR
 FLOOD HAZARD REDUCTION. (A)(3) ANY ALTERATION, REPAIR,
 RECONSTRUCTION, OR IMPROVEMENTS TO A PROPERTY WHICH THE
 CUMULATIVE COST FOR ANY FIVE YEAR PERIOD EQUALS OR
 EXCEEDS 50 % OF THE BUILDING VALUE AT THE COMMENCEMENT
 OF THE FIVE YEAR PERIOD SHALL MEET THE REQUIREMENTS OF
 NEW CONSTRUCTION AS CONTAINED IN THIS ARTICLE.
  
 DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
 REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES
 REQUIRED:
 (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
 PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
 HEIGHT. W. P. B. ADMINISTRATIVE CODE 107.3.5.1.1
 BUILDING MINIMUM PLAN REVIEW CRITERIA FOR COMMERCIAL
 BUILDINGS. ( 8) FLOOD REQUIREMENTS ELEVATIONS,
 ENCLOSURES, FLOOD DAMAGE-RESISTANT MATERIALS.
 (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND
 ELEVATION CERTIFICATE IS REQUIRED. W. P. B.
 ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS 1.2
 FLOOR/ SLAB INSPECTION. IN FLOOD HAZARD AREAS, UPON
 PLACEMENT OF THE LOWEST FLOOR, INCLUDING BASEMENT, AND
 PRIOR TO FURTHER VERTICAL CONSTRUCTION, THE ELEVATION
 CERTIFICATION, REQUIRED IN SECTION 1612.5, SHALL BE
 SUBMITTED TO THE BUILDING OFFICIAL.
  
 (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE
 CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
 ATTENDANTS A/C PADS OR OTHER SLABS FOR GENERATORS. W.
 P. B. ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS
 (6) FINAL INSPECTION. TO BE MADE AFTER THE BUILDING IS
 COMPLETED AND READY FOR OCCUPANCY. 6.1. LOWEST FLOOR
 ELEVATION. IN FLOOD HAZARD AREAS, AS PART OF THE FINAL
 INSPECTION, A FINAL CERTIFICATION OF THE LOWEST FLOOR
 ELEVATION SHALL BE SUBMITTED TO THE AUTHORITY HAVING
 JURISDICTION.
  
 FEMA NEW FORM AVAILABLE JUNE 13/2016.
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 2)2ND REQUEST. SHEET A202 THE LIFE SAFETY PLAN.
 BUILDING CODE ANALYSIS UNDER THE HEADING OF OCCUPANCY
 LIST THE EXISTING OCCUPANCY AS VACANT. PERMIT 17090272
 LIST THIS TENANT SPACE AS BUSINESS. WITH THE BLACK
 CORAL RUM IN THE NEXT TENANT SPACE AND A OCCUPANCY OF
 F-1 & M AND THE PROPOSED A2 OCCUPANCY TABLE 508.4 IN
 THE 2020 FBC-BUILDING CODE WILL REQUIRE A 2 HOUR FIRE
 BARRIER WALL. SEE SECTION 708.4 CONTINUITY.
  
 3) COMPLIED. E2 EMERGENCY EXIT LIGHTS.
  
 4) 2ND REQUEST. PLEASE PROVIDE A SITE PLAN AND INDICATE
 THE DISTANCE FROM THE SIDE EXIT TO THE PROPERTY LINE.
 PLEASE PROVIDE IS THERE A SIDEWALK FOR A EXIT? IF THE
 DISTANCE FROM THE SIDEWALL IS LESS THAN 10 FEET TO THE
 PROPERTY LINE PLEASE REVIEW SECTION 1028.4.2 AND
 1028.4.1 OF THE 2020 FBC-BUILDING CODE.
  
 5) COMPLIED.
  
 6) SEMI-COMPLIED. 2020 ACCESS. CODE 226.2 DISPERSION.
 DINING SURFACES AND WORK SURFACES REQUIRED TO COMPLY
 WITH 902 SHALL BE DISPERSED THROUGHOUT THE SPACE OR
 FACILITY CONTAINING DINING SURFACES AND WORK SURFACES.
 MISSING A ACCESSIBLE SEAT AT THE BAR.
  
 7) COMPLIED. OUTDOOR DINING.
  
 8) SEMI-COMPLIED. 2020 ACCESS. CODE, MISSING ACCESSIBLE
 SEATS IN THE BAR AREA. 902.1. DINING SURFACES AND WORK
 SURFACES SHALL COMPLY WITH 902.2 AND 902.3. ADVISORY
 902.1 GENERAL. DINING SURFACES INCLUDE, BUT ARE NOT
 LIMITED TO, BARS, TABLES, LUNCH COUNTERS, AND BOOTHS.
 EXAMPLES OF WORK SURFACES INCLUDE WRITING SURFACES,
 STUDY CARRELS, STUDENT LABORATORY STATIONS, BABY
 CHANGING AND OTHER TABLES OR FIXTURES FOR PERSONAL
 GROOMING, COUPON COUNTERS, AND WHERE COVERED BY THE ADA
 SCOPING PROVISIONS, EMPLOYEE WORKSTATIONS.
  
 8)(1) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR
 SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD
 APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 8)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES (BAR)
 AND WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34
 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
 INCLUDE A SECTION OF THE BAR FOR ACCESSIBLE SEATING.
  
 9) 2ND REQUEST. SHEET S102 ROOF FRAMING PLAN SHOWS NEW
 ROOF FRAMING MEMBERS, THE EXISTING FRAMING MEMBERS AT
 24 INCHES ON CENTER BUT THE FRAMING MEMBER SIZE IS NOT
 GIVEN NOR THE SPAN FROM SUPPORT TO SUPPORT. SIZE OF
 SHEATHING. 107.2.1.2 ADDITIONAL INFORMATION IS
 REQUIRED. RAFTER SPANS PER TABLE 2308.7.2(?)2020 FBC-B.
  
 10) 2ND REQUEST. SHEET S102 ROOF FRAMING PLAN NEW ROOF
 FRAMING PLAN SHOWS A NEW HEADER/ WOOD BEAM, BUT THE
 SPECIES OF WOOD, GRADE, & SIZE OF THE BUILT UP BEAM OR
 WOOD BEAM IS NOT GIVEN NOR IS WHERE AND HOW END SPLICES
 ARE TO BE HANDLED. 107.2.1.2 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 11) 2ND REQUEST. THERE IS A DISCREPANCY IN THE TYPE OF
 ROOF TOP CURB IN THE PLANS. SHEET A601 SHOWS WOOD
 FRAMING ROOF SYSTEM AND WOOD JOBSITE CURB BUILT. THE
 M-4 SHEET SHOWS A BAR JOIST METAL DECKING AND METAL
 CURB.
 THE M-4 SHEET ALSO SHOWS ANCHORING OF THE CURB TO THE
 ROOF FRAMING MEMBERS (BAR JOIST) WHERE AS THE WOOD
 BUILT UP CURB ON SHEET A601 DOES NOT INDICATE HOW THE
 CURB IS TO BE ANCHORED TO THE ROOF FRAMING MEMBERS OR
 THE RTU UNIT TO THE CURB. DISCREPANCY IN PLANS AS WELL
 AS ADDITIONAL INFORMATION IS REQUIRED.
 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.
  
 12) 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
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, CURBS, ROOF TOP VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 13) NO WIND DESIGN NOR PRESSURES ARE GIVEN FOR THE NEW
 OPENINGS IN THE EXTERIOR WALL. 2020 FBC-B 1603.1.4 WIND
 DESIGN DATA.
  
 14) 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.
  
 15) NEW COMMENT, NEW RESTROOM ADDITION. IN THE WOMENS
 RESTROOM THE FLOOR PLANS SHOW AN ACCESSIBLE RESTROOM
 STALL WITH LAVATORY AND WATER CLOSET. THERE IS NO
 ACCESSIBLE STALL IN THE MENS RESTROOM WITH LAV AND
 WATERCLOSET. PLEASE REFER TO THE 2020 FBC-ACCESSIBILITY
 CODE SECTION 604.8.1.6 AND FIGURE 604.8.1.6 FOR NEW
 CONSTRUCTION.
  
 16) SHEET S101 SHOWS A NEW 12 X 12 FOOT OVERHEAD DOOR
 NO MENTION IF THIS OPENING HAS A LINTEL OR A POURED
 BEAM WITH HOOPS AND RE-BAR, THE SAME HOLDS TRUE FOR THE
 NEW OPENING IN THE BLOCK WALL FOR NEW RESTROOM
 VESTIBULE/ CORRIDOR. MISSING INFORMATION. 107.2.1.2
 ADDITIONAL INFORMATION IS REQUIRED.
  
 17) SHEET S101 SHOWS THE NEW RESTROOM FLOOR THE SAME
 LEVEL AS THE EXISTING FLOOR LEVEL. THE FLOOR PLAN DOES
 NOT INDICATE IF THE EXTERIOR DINING ROOM IS TO BE THE
 SAME LEVEL AS THE INTERIOR. PLEASE SHOW THE ACCESSIBLE
 ROUTE TO THE EXTERIOR DINING AREA. 2020 FBC-ACCESS.
 CODE CHANGES IN LEVEL 303.2 AND 303.3. WHERE CHANGES IN
 LEVEL ARE PERMITTED IN THE FLOOR OR GROUND SURFACES,
 THEY SHALL COMPLY WITH SECTION 303. SEE 303.1 & 303.2.
  
 18) SHEET A201 SHOWS 2 RAMPS ONE 8 FEET 6 INCHES THE
 OTHER A 6 FOOT RAMP. HEIGHT DIFFERENCE IN FLOOR IS NOT
 GIVEN NOR SLOPE. RAMPS WITH A RISE GREATER THAN 6
 INCHES SHALL HAVE HANDRAILS COMPLYING WITH SECTION 505
 OF THE 2020 FBC-ACCESS. CODE.
  
 19) SHEET A403 GIVES THE ACCESSIBLE DETAILS BUT THERE
 IS NO PLAN FOR WALL FINISHES AND COMPLIANCE WITH: 2020
 FBC-B 1210.2.2. WALLS & PARTITIONS. THIS COMMENT IS A
 RESULT OF THE BUILDING OFFICIAL INTERPRETATION ON
 06/2020. IN BATHROOMS, RESTROOMS & SERVICE SINK AREAS
 EPOXY PAINT IS NO LONGER CONSIDERED A SMOOTH HARD,
 NON-ABSORBENT SURFACE.
  
 19A) A) 1210.2.2 WALLS & PARTITIONS WITHIN 2 FEET OF
 SERVICE SINKS, URINALS, AND WATER CLOSETS SHALL HAVE A
 SMOOTH, HARD, NON-ABSORBENT SURFACE TO A HEIGHT OF NOT
 LESS THAN 4 FEET ABOVE THE FLOOR, EXCEPT FOR STRUCTURAL
 ELEMENTS, THE MATERIAL USED IN SUCH WALLS SHALL BE OF A
 TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE.
  
 19B) 2509.1. WET AREAS. SHOWERS AND PUBLIC TOILET WALLS
 SHALL COMPLY WITH 1210.2.
  
 20) SHEET A203 THE EQUIPMENT PLAN HAS NOT BEEN UPDATED
 TO THE NEW RESTROOM LAYOUT AND SEATING.
  
 21) THE ORIGINAL PERMIT APPLICATION SUBMITTED ON
 7/07/2021 INDICATED A VALUE OF $450,000.00 OF VALUE FOR
 THE PROJECT. THE VALUE HAS NOT CHANGED EVEN THOUFGH THE
 SCOPE OF WRK HAS CHANGED WITH THE ADDITION OF THE NEW
 RESTROOMS AND DELETION OF THE OLD RESTROOMS AND
 UNDERGROUND PLUMBING. 109.3 BUILDING PERMIT VALUATION.
  
 22) 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 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 2021-08-11 Cont ID  
Sent By jwitmer Date 2021-08-11 Time 13:08 Rev Time 0.00
Received By jwitmer Date 2021-08-11 Time 09:05 Sent To  
Notes
2021-08-11 13:08:18WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21070278
 ADD: 1035 BLANCHE STREET
 CONT: BUILTMORE CONTRACTING, INC.
 TEL: 561-331-1476
 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. AUGUST 11, 2021
 ACTION: DENIED
 1) PLEASE NOTE THE BUILDING LOCATED AT 1035 BLANCHE
 ST./ 1615 CLARE AVE. IS LOCATED IN AN (AE) FLOOD ZONE,
 THE BASE FLOOD ELEVATION OR BFE 12.1 NAVD 88. 2020
 FBC-BUILDING CODE SECTION 1612.5 FLOOD HAZARD
 DOCUMENTATION. WEST PALM BEACH MUNI CODE. ARTICLE XVII
 ORDINANCES ARTICLE XVII FLOOD PREVENTION & CONTROL.
 FBC BUILDING 1612 AND CITY OF WPB CODE OF SECTION
 94-546. STRUCTURE IS IN AN "A" FLOOD ZONE. A FLOOD
 ELEVATION CERTIFICATE WILL BE REQUIRED. PLEASE REVIEW
 CITY ORDINANCE FOR THE CITY REQUIREMENTS REQUIRE AN
 ADDITIONAL 6 INCHES/ (12 INCHES OF ELEVATION IF PERMIT
 APPLICATION AFTER SEPT. 12/2016,
 AFTER OCT. 11/ 2017 AN ADDITIONAL ONE FOOT OF FREE
 BOARD WILL BE REQUIRED OR (2) FEET ABOVE BASE FLOOD, IN
 THIS CASE THE FINISH FLOOR ELEVATION WOULD BE A MINIMUM
 OF 14.1 FT. NAVD88. AFTER OCT. 11/ 2017 THE BUILDING
 DEPARTMENT WILL HAVE ADOPTED THE NEW FLOOD MAPS IN NAVD
 88 ALL ELEVATIONS NEED TO BE IN NAVD88, NO LONGER USING
 THE NGVD NOMENCLATURE. YOU CAN GO TO THE WEBSITE:
 WWW.NGS.NOAA.GOV/TOOLS/VERTCON/VERTCON.HTML FOR
 CONVERSIONS.
  
 THE PALM BEACH COUNTY PROPERTY APPRAISERS WEBSITE LIST
 THE IMPROVED VALUE (VALUE OF BUILDING) AT $773,336.00
 DOLLARS IN VALUE. THE DECLARED VALUE OF THIS PERMIT
 ALONE IS $450,000.00 DOLLARS IN VALUE.
 THIS IS OVER ONE HALF ($386,668.00) OF THE VALUE OF THE
 BUILDING ON THIS LOT THIS MAKES THIS PERMIT A
 SUBSTANTIAL IMPROVEMENT AND WILL NEED TO COMPLY WITH
 SUBSTANTIAL IMPROVEMENTS. THE OWNERS MAY WANT TO
 CONSIDER DRY FLOOD PROOFING IF THE FINISH FLOOR
 ELEVATION IS LOWER THAN THE ELEVATION 14.1 NAVD 88.
  
 SUBSTANIAL IMPROVEMENT. SECTION 94-546 PROVISIONS FOR
 FLOOD HAZARD REDUCTION. (A)(3) ANY ALTERATION, REPAIR,
 RECONSTRUCTION, OR IMPROVEMENTS TO A PROPERTY WHICH THE
 CUMULATIVE COST FOR ANY FIVE YEAR PERIOD EQUALS OR
 EXCEEDS 50 % OF THE BUILDING VALUE AT THE COMMENCEMENT
 OF THE FIVE YEAR PERIOD SHALL MEET THE REQUIREMENTS OF
 NEW CONSTRUCTION AS CONTAINED IN THIS ARTICLE.
  
 DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
 REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES
 REQUIRED:
 (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
 PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
 HEIGHT. W. P. B. ADMINISTRATIVE CODE 107.3.5.1.1
 BUILDING MINIMUM PLAN REVIEW CRITERIA FOR COMMERCIAL
 BUILDINGS. ( 8) FLOOD REQUIREMENTS ELEVATIONS,
 ENCLOSURES, FLOOD DAMAGE-RESISTANT MATERIALS.
 (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND
 ELEVATION CERTIFICATE IS REQUIRED. W. P. B.
 ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS 1.2
 FLOOR/ SLAB INSPECTION. IN FLOOD HAZARD AREAS, UPON
 PLACEMENT OF THE LOWEST FLOOR, INCLUDING BASEMENT, AND
 PRIOR TO FURTHER VERTICAL CONSTRUCTION, THE ELEVATION
 CERTIFICATION, REQUIRED IN SECTION 1612.5, SHALL BE
 SUBMITTED TO THE BUILDING OFFICIAL.
  
 (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE
 CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
 ATTENDANTS A/C PADS OR OTHER SLABS FOR GENERATORS. W.
 P. B. ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS
 (6) FINAL INSPECTION. TO BE MADE AFTER THE BUILDING IS
 COMPLETED AND READY FOR OCCUPANCY. 6.1. LOWEST FLOOR
 ELEVATION. IN FLOOD HAZARD AREAS, AS PART OF THE FINAL
 INSPECTION, A FINAL CERTIFICATION OF THE LOWEST FLOOR
 ELEVATION SHALL BE SUBMITTED TO THE AUTHORITY HAVING
 JURISDICTION.
  
 FEMA NEW FORM AVAILABLE JUNE 13/2016.
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 2) SHEET A202 THE LIFE SAFETY PLAN. BUILDING CODE
 ANALYSIS UNDER THE HEADING OF OCCUPANCY LIST THE
 EXISTING OCCUPANCY AS VACANT. PERMIT 17090272 LIST THIS
 TENANT SPACE AS BUSINESS. WITH THE BLACK CORAL RUM IN
 THE NEXT TENANT SPACE AND A OCCUPANCY OF F-1 & M AND
 THE PROPOSED A2 OCCUPANCY TABLE 508.4 IN THE 2020
 FBC-BUILDING CODE WILL REQUIRE A 2 HOUR FIRE BARRIER
 WALL. SEE SECTION 708.4 CONTINUITY.
  
 3) SHEET A202 UNDER THE HEADING OF EXIT SIGNS SHOWS 3
 EXAMPLES OF DIRECTIONAL EXIT SIGNS, BUT WITHIN THE LIFE
 SAFETY PLAN THERE ARE NO EXIT SIGNS OR EXIT DIRECTIONAL
 SIGNS INDICATING WHICH DOORS LEADING TO THE EXTERIOR OF
 THE BUILDING ARE DESIGNATED EXITS. 2020 FBC-B 1013.1.
  
 4) PLEASE PROVIDE A SITE PLAN AND INDICATE THE DISTANCE
 FROM THE SIDE EXIT TO THE PROPERTY LINE. PLEASE PROVIDE
 IS THERE A SIDEWALK FOR A EXIT? IF THE DISTANCE FROM
 THE SIDEWALL IS LESS THAN 10 FEET TO THE PROPERTY LINE
 PLEASE REVIEW SECTION 1028.4.2 AND 1028.4.1 OF THE 2020
 FBC-BUILDING CODE.
  
 5) SHEET A202 UNDER THE HEADING OF OCCUPANCY LOAD
 INDICATES THE TOTAL DINING ROOM SEATING OF 143
 OCCUPANTS AND 4 ACCESSIBLE SEATS. THE 2020
 FBC-ACCESSIBILITY CODE SECTION 226.1 WHERE DINING
 SURFACES ARE PROVIDED FOR THE CONSUMPTION OF FOOD OR
 DRINK, AT LEAST 5 PERCENT (143 X 0.05%= 7.15 OR 8
 SEATS) OF THE SEATING SPACES AND STANDING SPACES AT THE
 DINING SURFACES SHALL COMPLY WITH 902.
  
 6) 2020 ACCESS. CODE 226.2 DISPERSION. DINING SURFACES
 AND WORK SURFACES REQUIRED TO COMPLY WITH 902 SHALL BE
 DISPERSED THROUGHOUT THE SPACE OR FACILITY CONTAINING
 DINING SURFACES AND WORK SURFACES.
  
 7) 2020 ACCESS. CODE 206.2.5 206.2.5 RESTAURANTS AND
 CAFETERIAS. IN RESTAURANTS AND CAFETERIAS, AN
 ACCESSIBLE ROUTE SHALL BE PROVIDED TO ALL DINING AREAS,
 INCLUDING RAISED OR SUNKEN DINING AREAS, AND OUTDOOR
 DINING AREAS. FOR OUTDOOR SEASONAL SEATING 85 X 0.05=
 4.25 OR 5 ACCESSIBLE SEATS.
  
 8)2020 ACCESS. CODE, MISSING ACCESSIBLE SEATS IN THE
 BAR AREA. 902.1. DINING SURFACES AND WORK SURFACES
 SHALL COMPLY WITH 902.2 AND 902.3. ADVISORY 902.1
 GENERAL. DINING SURFACES INCLUDE, BUT ARE NOT LIMITED
 TO, BARS, TABLES, LUNCH COUNTERS, AND BOOTHS. EXAMPLES
 OF WORK SURFACES INCLUDE WRITING SURFACES, STUDY
 CARRELS, STUDENT LABORATORY STATIONS, BABY CHANGING AND
 OTHER TABLES OR FIXTURES FOR PERSONAL GROOMING, COUPON
 COUNTERS, AND WHERE COVERED BY THE ADA SCOPING
 PROVISIONS, EMPLOYEE WORKSTATIONS.
  
 8)(1) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR
 SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD
 APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 8)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND
 WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. INCLUDE A
 SECTION OF THE BAR FOR ACCESSIBLE SEATING.
  
 9) SHEET S102 ROOF FRAMING PLAN SHOWS NEW ROOF FRAMING
 MEMBERS, THE EXISTING FRAMING MEMBERS AT 24 INCHES ON
 CENTER BUT THE FRAMING MEMBER SIZE IS NOT GIVEN NOR THE
 SPAN FROM SUPPORT TO SUPPORT. SIZE OF SHEATHING.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. RAFTER
 SPANS PER TABLE 2308.7.2(?)2020 FBC-B.
  
 10) SHEET S102 ROOF FRAMING PLAN NEW ROOF FRAMING PLAN
 SHOWS A NEW HEADER/ WOOD BEAM, BUT THE SPECIES OF WOOD,
 GRADE, & SIZE OF THE BUILT UP BEAM OR WOOD BEAM IS NOT
 GIVEN NOR IS WHERE AND HOW END SPLICES ARE TO BE
 HANDLED. 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 11) THERE IS A DISCREPANCY IN THE TYPE OF ROOF TOP CURB
 IN THE PLANS. SHEET A601 SHOWS WOOD FRAMING ROOF SYSTEM
 AND WOOD JOBSITE CURB BUILT. THE M-4 SHEET SHOWS A BAR
 JOIST METAL DECKING AND METAL CURB.
 THE M-4 SHEET ALSO SHOWS ANCHORING OF THE CURB TO THE
 ROOF FRAMING MEMBERS (BAR JOIST) WHERE AS THE WOOD
 BUILT UP CURB ON SHEET A601 DOES NOT INDICATE HOW THE
 CURB IS TO BE ANCHORED TO THE ROOF FRAMING MEMBERS OR
 THE RTU UNIT TO THE CURB. DISCREPANCY IN PLANS AS WELL
 AS ADDITIONAL INFORMATION IS REQUIRED.
 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.
  
 12) 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
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, CURBS, ROOF TOP VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 13) NO WIND DESIGN NOR PRESSURES ARE GIVEN FOR THE NEW
 OPENINGS IN THE EXTERIOR WALL. 2020 FBC-B 1603.1.4 WIND
 DESIGN DATA.
  
 14) 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.
  
 15) 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 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 3 Status P Date 2022-05-24 Cont ID  
Sent By fgiaquin Date 2022-05-24 Time 22:44 Rev Time 0.00
Received By fgiaquin Date 2022-05-24 Time 20:34 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 2 Status P Date 2022-02-25 Cont ID  
Sent By fgiaquin Date 2022-02-25 Time 23:43 Rev Time 0.00
Received By fgiaquin Date 2022-02-25 Time 22:54 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 1 Status P Date 2021-08-11 Cont ID  
Sent By fgiaquin Date 2021-08-11 Time 21:51 Rev Time 0.00
Received By fgiaquin Date 2021-08-11 Time 21:16 Sent To  
Notes
***NONE***

Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2022-04-26 Cont ID  
Sent By pleduc Date 2022-04-26 Time   Rev Time 0.00
Received By pleduc Date 2022-04-26 Time 12:47 Sent To  
Notes
***NONE***

Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2022-02-08 Cont ID  
Sent By pleduc Date 2022-02-08 Time   Rev Time 0.00
Received By pleduc Date 2022-02-08 Time 11:21 Sent To  
Notes
2022-02-08 15:33:22FIRE PROVISO:
  
 ADD TWO(2) EXIT SIGNS AS INDICATED ON THE
 LIFE SAFETY & ELECTRICAL PLAN SHEETS
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2021-07-19 Cont ID  
Sent By pleduc Date 2021-07-19 Time   Rev Time 0.00
Received By pleduc Date 2021-07-19 Time 12:31 Sent To  
Notes
2021-07-19 12:57:10THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET A 202 - THERE IS AN INDICATION OF A REAR EXIT
 LEADING TO THE CIGAR LOUNGE AND A SIDE DOOR IN THE
 DINING RM; HOWEVER, THERE ARE NO INDICATIONS THAT THESE
 EXITS
 LEAD TO A PUBLIC WAY.
  
 PER NFPA 101, CH 7 MEANS OF EGRESS
  
 7.1.2 DEFINITIONS.
  
 (11) EXIT DISCHARGE. THAT PORTION OF A MEANS OF EGRESS
 BETWEEN THE TERMINATION OF AN EXIT AND A PUBLIC WAY.
  
 PLEASE REVIEW AND PROVIDE DETAILS INDICATING THAT EXIT
 LEADS TO A PUBLIC WAY.
  
  
  
 1A) SHEET A 202 & 201 - IN THE CIGAR LOUNGE ARE THERE A
 TEO PARRALLEL DOTTED LINES.
  
 WHAT DO THESE LINES REPRESENT?
  
 PLEASE PROVIDE DETAILS.
  
  
  
 1B) SHEET A 20 & 201 - IS THERE A ROOF OVER THE CIGAR
 LOUNGE OR IS IT OPEN AIR?
  
 PLEASE PROVIDE DETAILS.
  
  
  
 2) SHEET A 202 & E 2 - SHEET A 202 INDCATES A SIDE DOOR
 EXIT FROM THE DINING RM HOWEVER, THE ELECTICAL SHEET E
 2 DOES NOT INDICATE AN EXIT SIGN OVER IT.
  
 PLEAE REVIEW AND CORRECT IF THIS IS INTENDED TO BE AN
 EXIT.
  
  
 3) SHEET A 201 - THERE IS A HOOD WITHIN THE KITCHEN.
  
 THE HOOD AND SUPPRESSION SYSTEM SHALL BE INSTALLED
 UNDER SEPARATE PERMIT & SHOP DRAWINGS.
  
 PLEASE PROVIDE AN APPLICABLE NOTE OF ACKNOWLEDGEMENT.
  
  
  
 4) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
 5) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  

Review Stop G GAS REVIEW
Rev No 3 Status P Date 2022-05-02 Cont ID  
Sent By rwbrown Date 2022-05-02 Time 13:52 Rev Time 0.00
Received By rwbrown Date 2022-05-02 Time 13:52 Sent To  
Notes
***NONE***

Review Stop G GAS REVIEW
Rev No 2 Status P Date 2022-02-16 Cont ID  
Sent By rwbrown Date 2022-02-16 Time 10:03 Rev Time 0.00
Received By rwbrown Date 2022-02-16 Time 09:52 Sent To  
Notes
***NONE***

Review Stop G GAS REVIEW
Rev No 1 Status F Date 2021-08-06 Cont ID  
Sent By tklarge Date 2021-08-06 Time 14:43 Rev Time 0.00
Received By tklarge Date 2021-08-06 Time 14:31 Sent To  
Notes
2021-08-06 14:39:211) SUBMIT COPIES OF THE MANUFACTURER?S SPECIFICATION
 SHEETS / INSTALLATION MANUAL FOR ALL GAS EQUIPMENT TO
 VERIFY COMPLIANCE WITH STANDARDS NFPA 54, NFPA 58, AND
 FBC- FUEL GAS CODE SEC. 402.2, AND 301.3. GAS
 APPLIANCES SHALL BE LISTED AND LABELED. THE
 INSTALLATION MANUALS FOR ALL GAS APPLIANCES / EQUIPMENT
 SHALL BE ONSITE AT THE TIME OF INSPECTION. FBC-FUEL GAS
 CODE SEC.305.1.
 2) SUBMIT COMBUSTION AIR CALCULATIONS FOR THE GAS
 APPLIANCES. FBC-FUEL GAS SEC. 304.1. WHERE COMBUSTION
 AIR IS PROVIDED BY THE BUILDING'S MECHANICAL
 VENTILATION SYSTEM, THE SYSTEM SHALL PROVIDE THE
 SPECIFIED COMBUSTION AIR RATE IN ADDITION TO THE
 REQUIRED VENTILATION AIR. FBC-FUEL GAS SEC.304.9.3.
 3) SUBMIT A DETAIL SHOWING THE TYPE OF VENT, LOCATION,
 SIZE, TERMINATION POINT, HEIGHT ABOVE THE ROOF AND
 ANCHORING DETAILS OF THE GAS VENT(S) PER FBC-FUEL GAS
 SECS. 502 THRU 505.
 4) EMERGENCY HOOD SHUT DOWN SHUT OFF VALVE SHALL BE
 BELOW THE CEILING. THE MANUAL SHUTOFF VALVE SHALL BE
 UPSTREAM. UNION TO BE DOWN STREAM OF MANUAL VALVE. NFPA
 96-14. SECS. 10.4.1, 10.4.3, 10.4.4, 10.5.1.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
  

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2022-05-24 Cont ID  
Sent By fgiaquin Date 2022-05-24 Time 22:45 Rev Time 0.00
Received By fgiaquin Date 2022-04-25 Time 14:35 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-02-25 Cont ID  
Sent By fgiaquin Date 2022-02-25 Time 23:43 Rev Time 0.00
Received By fgiaquin Date 2022-02-07 Time 11:21 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2021-08-16 Cont ID  
Sent By medwards Date 2021-08-16 Time 17:32 Rev Time 0.00
Received By medwards Date 2021-07-14 Time 14:49 Sent To  
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2022-05-16 Cont ID  
Sent By medwards Date 2022-05-16 Time 08:01 Rev Time 0.00
Received By medwards Date 2022-05-16 Time 08:01 Sent To  
Notes
2022-05-16 08:01:423RD REVIEW FMC
 PERMIT: 21070278
  
 CODES IN EFFECT: 2020
  
 FBC- FLORIDA BUILDING CODE
 FMC- FLORIDA MECHANICAL CODE
 FEC- FLORIDA ENERGY CONSERVATION
 FGC- FLORIDA FUEL GAS
 FEX- FLORIDA EXISTING BUILDING CODE
 FRC- FLORIDA RESIDENTIAL BUILDING CODE
 F.S.- FLORIDA STATUTES
 FAC- FLORIDA ACCESSIBILITY CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 IF USING AN ALTERNATE MEANS TO MEET THE OUTDOOR AIR
 REQUIREMENT PLEASE SUBMIT A COMPLETE DESIGN. FMC 403.2
 OUTDOOR AIR REQUIRED. THE MINIMUM OUTDOOR AIRFLOW RATE
 SHALL BE DETERMINED IN ACCORDANCE WITH SECTION 403.3.
  
 EXCEPTION: WHERE THE REGISTERED DESIGN PROFESSIONAL
 DEMONSTRATES THAT AN ENGINEERED VENTILATION SYSTEM
 DESIGN WILL PREVENT THE MAXIMUM CONCENTRATION OF
 CONTAMINANTS FROM EXCEEDING THAT OBTAINABLE BY THE RATE
 OF OUTDOOR AIR VENTILATION DETERMINED IN ACCORDANCE
 WITH SECTION 403.3, THE MINIMUM REQUIRED RATE OF
 OUTDOOR AIR SHALL BE REDUCED IN ACCORDANCE WITH SUCH
 ENGINEERED SYSTEM DESIGN.
  
 1) SHEET M-13: EACH CONTAMINANT OF CONCERN, FOR
 PURPOSES OF THE DESIGN, SHALL BE IDENTIFIED. FOR EACH
 CONTAMINANT OF CONCERN, INDOOR SOURCES AND OUTDOOR
 SOURCES SHALL BE IDENTIFIED, AND EMISSION RATE FOR EACH
 CONTAMINANT OF CONCERN FROM EACH SOURCE SHALL BE
 DETERMINED. PLEASE SHOW THIS INFORMATION IN THE CHART
 SUBMITTED. ASHRAE 62.1-2016
  
 2) SHEET M-13: THERE ARE SEVERAL DIFFERENT TUBE SIZES
 FOR THE MATTERHORN 1000, PLEASE IDENTIFY THE TUBE SIZE
 IN THE CHART FOR THIS DESIGN. 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 2 Status F Date 2022-02-25 Cont ID  
Sent By medwards Date 2022-02-25 Time 09:19 Rev Time 0.00
Received By medwards Date 2022-02-25 Time 09:19 Sent To  
Notes
2022-02-25 09:19:492ND REVIEW FBC-2020 MECHANICAL
 PERMIT-21070278
  
 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 SEE COMMENTS BELOW FROM THE 1ST REVIEW CYCLE:
  
 2) SHEET M-3: PLEASE SHOW THE OUTDOOR AIR CALCULATIONS
 FOR EACH USE OF SPACE IN THIS TENANT SPACE. PLEASE
 REMEMBER YOU MAY USE FOOTNOTE (A) (NET OCCUPIABLE FLOOR
 AREA) THE KITCHEN, OFFICE AND DINING/BAR ARE SHOWING
 SMALLER AMOUNTS OF OUTDOOR AIR THAN IS REQUIRED. FBC M
 403.3.1.1 AND TABLE 403.3.1.1 THE BAR AND DINING ROOM
 AREA SHOULD BE CALCULATED AT THEIR OCCUPANCY
 CLASSIFICATION RATE FROM TABLE 403.3.1.1. TYPICALLY THE
 BAR IS CALCULATED TO 5 FEET OUT FROM THE BAR. SEE THE
 2ND SENTENCE OF SECTION 403.3.1.1 BELOW:
  
 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. VENTILATION RATES FOR OCCUPANCIES
 NOT REPRESENTED IN TABLE 403.3.1.1 SHALL BE THOSE FOR A
 LISTED OCCUPANCY CLASSIFICATION THAT IS MOST SIMILAR IN
 TERMS OF OCCUPANT DENSITY, ACTIVITIES AND BUILDING
 CONSTRUCTION; OR SHALL BE DETERMINED BY AN APPROVED
 ENGINEERING ANALYSIS.
  
 6) SHEET M-1: PLEASE SHOW THE CONDENSATION PIPING AND
 THE TERMINATION LOCATION FOR THE AHU?S. FBC M 307
  
  
 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 2021-08-16 Cont ID  
Sent By medwards Date 2021-08-16 Time 17:30 Rev Time 0.00
Received By medwards Date 2021-08-16 Time 16:29 Sent To  
Notes
2021-08-16 17:30:151ST REVIEW FBC-2020 MECHANICAL
 PERMIT-21070278
  
 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) SHEET M-1 PLEASE SHOW HOW YOU WILL SUPPLY OUTDOOR
 AIR TO THE AHU UNITS.
  
 2) SHEET M-3: PLEASE SHOW THE OUT AIR CALCULATIONS FOR
 EACH USE OF SPACE IN THIS TENANT SPACE. PLEASE REMEMBER
 YOU MAY USE FOOTNOTE (A) (NET OCCUPIABLE FLOOR AREA)
 THE KITCHEN, OFFICE AND DINING/BAR ARE SHOWING SMALLER
 AMOUNTS OF OUTDOOR AIR THAN IS REQUIRED. FBC M
 403.3.1.1 AND TABLE 403.3.1.1
  
 3) PLEASE SHOW THE ELEVATION OF THE CONDENSING UNITS.
 WPB ADMINISTRATIVE CODE 107.3.5.1.1
  
 4) SHEET M-3: PLEASE SHOW THAT THE OUTDOOR AIR FROM
 KSF-1 IS TEMPERED AIR OR MEETS FBC M 508.1.1
  
 5) SHEET M-1: PLEASE SHOW THAT THE CONDENSING UNITS ARE
 PROTECTED FROM DAMAGE. FBC M 303.4
  
 6) SHEET M-1: PLEASE SHOW THE CONDENSATION PIPING AND
 THE TERMINATION LOCATION FOR THE AHU?S. FBC M 307
  
  
 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 3 Status P Date 2022-05-02 Cont ID  
Sent By rwbrown Date 2022-05-02 Time 14:02 Rev Time 0.00
Received By rwbrown Date 2022-05-02 Time 13:53 Sent To  
Notes
***NONE***

Review Stop P PLUMBING
Rev No 2 Status F Date 2022-02-16 Cont ID  
Sent By rwbrown Date 2022-02-16 Time 09:26 Rev Time 0.00
Received By rwbrown Date 2022-02-16 Time 08:54 Sent To  
Notes
2022-02-16 09:29:322ND PLUMBING REVIEW
  
 V7 FPC - 2020 FLORIDA PLUMBING CODE
 2017 WPB CHPT 1 AMEND - 2017 WEST PALM BEACH AMENDMENTS
 TO THE FBC CHAPTER 1
  
 THIS PLAN WAS REVIEWED FOR CODE COMPLIANCE AND FAILED
 BY RYAN BROWN WITH THE FOLLOWING COMMENTS.
  
 3) 2ND REQUEST-- SHT. A-403 - MOUNTING HEIGHTS FOR
 ACCESSIBILITY - THE PLAN REFERS TO THE 2014 FBC. THE
 2020 EDITION OF THE CODE IS IN EFFECT. PLEASE REVISE
 THIS NOTE.
 4) 2ND REQUEST-- SHT. A-403 - WATER CLOSET REAR GRAB
 BAR. THE LAYOUT OFF THE REAR GRAB BAR SHALL COMPLY WITH
 FBC-ACCESS SEC.604.5.2 AND FIGURE 604.5.2.
 9) 2ND REQUEST-- SUBMIT SIZING CALCULATIONS AND THE
 CAPACITY OF THE GREASE INTERCEPTOR. SIZING CALCULATIONS
 WERE NEVER DONE UNDER THE GREASE INTERCEPTOR PERMIT
 #19110598 AND WERE DEFERRED TO THE BUILDOUT. PROVIDE
 THE MAKE AND MODEL OF THE INTERCEPTOR ON THE PLANS.
 FBC-PLUMBING SEC. 1003.2.
 11) 2ND REQUEST-- THE HAND SINKS AND DUMP SINK SHALL
 DISCHARGE TO THE SANITARY SYSTEM PER FBC-PLUMBING
 SEC.1003.2.
 12) 2ND REQUEST-- THE CLEAR WATER WASTE FROM
 EVAPORATORS, ICE MACHINES, ETC. SHALL NOT DISCHARGE TO
 THE GREASE WASTE SYSTEMS PER FBC - PLUMBING SEC.1003.2.
 14) 2ND REQUEST-- SHT.P-4 - PLUMBING FIXTURE LIST -
 IN-LINE BACKFLOW DEVICES - THE TABLE LISTS 1022
 APPROVED BACKFLOW DEVICES. THESE BACKFLOWS ARE ONLY
 APPROVED FOR CARBONATED BEVERAGE MACHINES. BACKFLOW
 DEVICES FOR NON-CARBONATED MACHINES/DISPENSERS SHALL
 COMPLY WITH ASSE 1024. PLACE THIS NOTE ON THE PLANS.
 WPB AMEND. TO FBC SEC. 107.2.1.
 15) NEW COMMENT: IT APPEARS THAT SHEET A-203 WAS NOT
 UPDATED. THE FLOOR PLAN ON THE EQUIPMENT PLAN DOES NOT
 MATCH THE FLOOR LAYOUT. PLEASE UPDATE AND MAKE SURE ALL
 EQUIPMENT IS LISTED INCLUDING ICE MAKERS AND
 APPLIANCES.
  
  
 RYAN W. BROWN
 CHIEF PLUMBING INSPECTOR
 OFFICE: 561-805-6692
 CELL: 561-517-4293
 EMAIL: [email protected]
  
  

Review Stop P PLUMBING
Rev No 1 Status F Date 2021-08-06 Cont ID  
Sent By tklarge Date 2021-08-06 Time 14:31 Rev Time 0.00
Received By tklarge Date 2021-08-05 Time 04:09 Sent To  
Notes
2021-08-06 06:57:291) SHT. CVR - SHT. #A-403 IS NOT LISTED IN THE INDEX OF
 DRAWINGS. PLEASE INCLUDE.
 2) BASED ON THE OCCUPANT LOAD LISTED ON SHT. A-202, A
 MINIMUM OF TWO WATER CLOSETS ARE REQUIRED FOR THE MALES
 AND TWO FOR THE FEMALES PER FBC-PLUMBING SEC. 403.1 AND
 TABLE 403.1.
 3) SHT. A-403 - MOUNTING HEIGHTS FOR ACCESSIBILITY -
 THE PLAN REFERS TO THE 2014 FBC. THE 2020 EDITION OF
 THE CODE IS IN EFFECT. PLEASE REVISE THIS NOTE.
 4) SHT. A-403 - WATER CLOSET REAR GRAB BAR. THE LAYOUT
 OFF THE REAR GRAB BAR SHALL COMPLY WITH FBC-ACCESS.
 SEC.604.5.2 AND FIGURE 604.5.2.
 5) THE NAMING CONVENTIONS OF THE UPLOADED PLANS DOES
 NOT CORRELATE WITH THE DESCRIPTION OF THE PLANS ON THE
 COVER SHEET. CLARIFY.
 6) INDICATE THE WALL FINISH FOR THE MOP SINK ON THE
 FINISH SCHEDULE. THE WALL FINISH SHALL COMPLY WITH FBC
 -BUILDING SEC. 1210.2.2. EPOXY PAINT ON DRYWALL DOES
 NOT MEET THE INTENT OF THE CODE.
 7) SHT. A-403 - THE CIRCULAR TURNING SPACE IN THE
 TOILET ROOMS APPEARS TO HITTING THE WATER
 CLOSETS.CLARIFY.
 8) A SECTION OF THE BAR SHALL COMPLY WITH
 FBC-ACCESS.902.1, 902.2 & 902.3.
 9) SUBMIT SIZING CALCULATIONS AND THE CAPACITY OF THE
 GREASE INTERCEPTOR. SIZING CALCULATIONS WERE NEVER DONE
 UNDER THE GREASE INTERCEPTOR PERMIT #19110598 AND WERE
 DEFERRED TO THE BUILDOUT. PROVIDE THE MAKE AND MODEL OF
 THE INTERCEPTOR ON THE PLANS. FBC-PLUMBING SEC. 1003.2.
 10) SHT. M-4 - DETAIL #J - THE PVC PIPE ON THE ROOF
 SHALL BE PRROTECTED AGAINST UV RAYS.FBC-PLUMBING
 SEC.303.2
 11) THE HAND SINKS AND DUMP SINK SHALL DISCHARGE TO THE
 SANITARY SYSTEM PER FBC-PLUMBING SEC.1003.2.
 12) THE CLEAR WATER WASTE FROM EVAPORATORS, ICE
 MACHINES, EETC. SHALL NOT DISCHARGE TO THE GREASE WASTE
 SUSTEMS PER FBC=PLUMBING SEC.1003.2.
 13) SHT.P-3 - SIZE ALL THE VENTS ON THE SANITARY RISER
 DIAGRAM. WPB AMEND. TO FBC SECS. 107.2.1, 107.3.5.1.3.
 14) SHT.P-4 - PLUMBING FIXTURE LIST - IN-LINE BACKFLOW
 DEVICES - THE TABLE LISTS 1022 APPROVED BACKFLOW
 DEVICES. THESE BACKFLOWS ARE ONLY APPROVED FOR
 CARBONATED BEVERAGE MACHINES. BACKFLOWW DEVICES FOR
 NON-CARBONATED MACHINES/DISPENSERS SHALL COMPLY WITH
 ASSE 1024. PLACE THIS NOTE ON THE PLANS.WPB AMEND. TO
 FBC SEC. 107.2.1.
 15) A BACKFLOW DEVICE IS REQUIRED ON THE DISHWASHER PER
 FBC-PLUMBING SEC.608.2.
 16) HEATED - WATER CIRCULATION SYSTEMS SHALL BE
 PROVIDED WITH A CIRCULATION PUMP PER FBC-ENERGY
 SEC.C404.6.1.THE PUMP INSTALLATION AND CONTROLS SHALL
 COMPLY WITH FBC-ENERGY SEC. C404.6.1.
 17) SUBMIT MANUFACTURER'S SPECIFICATION SHEETS FOR THE
 KHS FLOW SPLITTERS. WPB AMEND. TO FBC SEC. 107.2.1.
 18) SUBMIT DETAILS FOR THE BEER STORAGE AREA. WILL
 THERE BE ANY ADDITIONAL PIPING OTHER THAN THE KEG
 TUBING SEVING THE PRODUCT?
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2022-05-24 Cont ID  
Sent By fgiaquin Date 2022-05-24 Time 22:45 Rev Time 0.00
Received By fgiaquin Date   Time   Sent To  
Notes
2022-05-16 08:02:47DIGITAL SIGNATURES FOR MECHANICAL DOCUMENTS ARE
 APPROVED ME

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2022-02-25 Cont ID  
Sent By fgiaquin Date 2022-02-25 Time 23:43 Rev Time 0.00
Received By fgiaquin Date 2022-02-25 Time 23:43 Sent To  
Notes
***NONE***

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2021-08-16 Cont ID  
Sent By medwards Date 2021-08-16 Time 17:32 Rev Time 0.00
Received By medwards Date 2021-08-16 Time 17:32 Sent To  
Notes
***NONE***

Review Stop Z ZONING
Rev No 1 Status N Date 2021-07-28 Cont ID  
Sent By rthermid Date 2021-07-28 Time   Rev Time  
Received By rthermid Date 2021-07-28 Time   Sent To I
Notes
2021-07-28 10:21:46INTERIOR BUILD-OUT OF A RESTAURANT.
  
 RAFAELA THERMIDOR, ASSOCIATE PLANNER
 [email protected] - 5618221443


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