Plan Review Details - Permit 22010966
Plan Review Stops For Permit 22010966
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status P Date 2022-04-26 Cont ID  
Sent By jwitmer Date 2022-04-26 Time 15:46 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
***NONE***
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2022-03-09 Cont ID  
Sent By jwitmer Date 2022-03-09 Time 06:33 Rev Time 0.00
Received By jwitmer Date 2022-03-08 Time 14:57 Sent To  
Notes
2022-03-09 06:33:27COMMERCIAL 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 B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2022-07-06 Cont ID  
Sent By jwitmer Date 2022-07-06 Time 09:00 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2022-07-05 14:56:32WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 22010966
 ADD: 185 BANYAN BLVD.
 CONT: MGM GENERAL CONTRACTING
 TEL: 954-532-9620
 E-MAIL: [email protected]
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 5TH REVIEW
 DATE: TUES. JULY 06TH/ 2022
 ACTION: BUILDING PASSED
  
 1) BUILDING PROVISO: SHEET A5.1DETAIL # 6 CANOPY
 COLUMNS FIELD WIELDING AND SHEET S3 & S-4 DETAILS 1 &
 2. 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 ACTING CHIEF BUILDING INSPECTOR RICHARD BRUNELLE
 AT 561-805-6670.
  
 2) BUILDING PROVISO: 107.3.4.2 DEFERRED SUBMITTALS:
 RETRACTABLE AWNINGS, UNDER SEPARATE PERMIT.
 FABRIC AWNINGS, UNDER SEPARATE PERMIT.
  
  
 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 4 Status F Date 2022-06-28 Cont ID  
Sent By jwitmer Date 2022-06-28 Time 17:56 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2022-06-28 17:55:48WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 22010966
 ADD: 185 BANYAN BLVD.
 CONT: MGM GENERAL CONTRACTING
 TEL: 954-532-9620
 E-MAIL: [email protected]
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 4TH REVIEW
 DATE: TUES. JULY 28TH/ 2022
 ACTION: DENIED
  
 1) BUILDING PROVISO: SHEET A5.1DETAIL # 6 CANOPY
 COLUMNS FIELD WIELDING AND SHEET S3 & S-4 DETAILS 1 &
 2. 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 ACTING CHIEF BUILDING INSPECTOR RICHARD BRUNELLE
 AT 561-805-6670.
  
 2) BUILDING PROVISO: 107.3.4.2 DEFERRED SUBMITTALS:
 RETRACTABLE AWNINGS, UNDER SEPARATE PERMIT.
 FABRIC AWNINGS, UNDER SEPARATE PERMIT.
  
 3) PLEASE UNDERSTAND YOUR ROOFING PRODUCT APPROVAL, NOA
 18-0108.20 VERSION 3 SUBMITTED ON 6/09/2022. IN THE NOA
 PAGE 14 OF 20 HIGHLIGHTED, ZONE ONE GOOD FOR -60 PSF,
 DOES NOT MEET THE NEGATIVE PRESSURESS IN ROOF ZONE 1 OF
 -92.86PSF, LIMITATION # 7 READ THE LIMITATION. REVIEW
 SHEET S-4 THAT GIVES YOU THE ROOF PRESSURES IN VASD
 JUST LIKE THE PRODUCT APPROVAL.
  
 ROOF ZONE 1 -92.86 @ 10 S. F.
 ROOF ZONE 2 -117,29 @ 10 S. F.
 ROOF ZONE 3 -139.12 @ 10 S. F.
  
 YOUR ROOF ZONE 1 HAS TO MEET AT A MINIMUM -92.86 PSF
 AND THE ROOFING PRODUCT APPROVAL FOR THE SYSTEM HAS TO
 HAVE A LIMITATION # 7 FOR ENHANCED FASTENING IN ROOF
 ZONES 2 & 3. THE ENHANCED ROOF ZONE FASTENING SCHEDULE
 HAS TO BE COMPLETED BY A ENGINEER, PREFERABLY THE
 STRUCTURAL ENGINEER, OTHERWISE A DELEGATE ENGINEER HAS
 TO HAVE THEIR WORK REVIEWED BY THE STRUCTURAL ENGINEER.
 ROOFING: 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.
  
 A TRANSMITTAL LETTER / NARRATIVE 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 USUALLY TUES. & WED. 7:30 AM- 4:30 PM
 PART-TIME/ SEMI-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 3 Status F Date 2022-05-17 Cont ID  
Sent By jwitmer Date 2022-05-17 Time 11:18 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2022-05-17 11:19:43WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 22010966
 ADD: 185 BANYAN BLVD.
 CONT: MGM GENERAL CONTRACTING
 TEL: 954-532-9620
 E-MAIL: [email protected]
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 NO TRANSMITTAL LETTER WAS SUBMITTED FOR BUILDING
 REVIEW. A TRANSMITTAL LETTER / NARRATIVE 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.
 3RD REVIEW
 DATE: TUES. MAY 17TH/ 2022
 ACTION: DENIED
  
 1-2) COMPLIED.
 3) SHEET A2.02:
  
 3) COMPLIED. SHEET A2.02 NOTE 10 NEW SERVICE STATION
 MAX. HEIGHT OF STATION TO BE 34 INCHES
  
 4) COMPLIED.
  
 5) COMPLIED, RESTROOM DOORS OUTSWING.
  
 6) COMPLIED.
  
 7) COMPLIED.
  
 8) SHEET 6-3 VERSES A0.01 PROJECT DATA:
  
 8A) SHEET A5.01 3D REQUEST THERE ARE NOTES ON THE PLANS
 FOR THE STEEL COLUMNS CLAD WITH WHITE WASHED WOOD
 STATING INHERENTLY THIS WOOD HAS A ONE HOUR FIRE
 RATING. THERE IS NO INFORMATION AS TO HOW THE COLUMNS
 ARE GOING TO BE ONE-HOUR FIRE RESISTANCE RATING FOR THE
 PRIMARY STRUCTURAL FRAME PER 2020 FBC-BUILDING CODE
 TABLE 601 & SECTION 602.3. SUBMITTED THIS REVIEW SALES
 BROCHURE FOR FLAME OFF WITHIN THIS DOCUMENT IT STATES
 SEE ICC REPORT ESR-3874 AND UL D38327 NEITHER OF THESE
 DOCUMENTS WERE SUBMITTED WHERE THIS PRODUCT CAN BE
 USED.
 2ND REQUEST. THE RESPONSE LETTER FOR BUILDING TYPE IIIA
 CONSTRUCTION IS UL V340 ASSEMBLY. PLEASE PROVIDE THE UL
 V 340 ASSEMBLY SINCE THE INSPECTOR IN THE FIELD WILL
 NOT HAVE A UL ASSEMBLY BOOK. DETAIL 2 INDICATES 6X20
 GA. METAL STUDS, 5/8-INCH CDX PLYWOOD FOR WALLS, AND
 ROOF CDX PLYWOOD FOR THE DECK. PLEASE REVIEW THE
 REQUIREMENTS FOR EXTERIOR BEARING WALLS REQUIRING A
 2-HOUR FIR RATING (TABLE 601) AND ROOF CONSTRUCTION
 (TABLE 601) 1 HOUR INCLUDING SECONDARY FRAMING MEMBERS.
 SECTION 602.3 FIRE RETARDANT TREATED WOOD.
 1ST ROUND COMMENT. SHEET A0.01 PROJECT DATA LIST THE
 BUILDING TYPE AS A TYPE IIIA. DETAIL 2 INDICATES 6X20
 GA. METAL STUDS, 5/8-INCH CDX PLYWOOD FOR WALLS, AND
 ROOF CDX PLYWOOD FOR THE DECK. PLEASE REVIEW THE
 REQUIREMENTS FOR EXTERIOR BEARING WALLS REQUIRING A
 2-HOUR FIR RATING (TABLE 601) AND ROOF CONSTRUCTION
 (TABLE 601) 1 HOUR INCLUDING SECONDARY FRAMING MEMBERS.
 SECTION 602.3 FIRE RETARDANT TREATED WOOD.
  
 8B)(1) 3RD REQUEST. SHEET A5.01 THE ROOF CEILING
 ASSEMBLY HAS A STEEL FRAMING HORIZONTAL FRAMING
 MEMBERS. THERE IS NO INFORMATION AS TO HOW THE ONE-HOUR
 FIRE RESISTANCE RATING FOR THE PRIMARY STRUCTURAL FRAME
 PER 2020 FBC-BUILDING CODE TABLE 601 & SECTION 602.3
 WILL OCCUR. THERE ARE 2 NOTES ONE FOR 2 HR. FIRE RATING
 FOR HORIZONTAL ASSEMBLIES, 2 ? SHEETS FIRE RETARDANT
 TREATED PLYWOOD, PAPER BACK LATH, AND ? INCH OF STUCCO
 PLEASE PROVIDE THE UL ASSEMBLY.
 THE SECOND NOTE AGAIN STATES YOU CAN GET A 1 HOUR FIRE
 RATING FROM MANUFACTURED WHITE WASHED WOOD, PLEASE
 PROVIDE THE TESTING REPORT FOR USE IN THE HORIZONTAL
 PLANE.
 2ND REQUEST. THE RESPONSE INDICATES INHERENTLY FIRE
 RATED WHITEWASHED TEAK WOOD. PLEASE PROVIDE TESTING
 REPORT AND OR UL REPORT WHERE TEAK MEETS A 1-HOUR FIRE
 RATING.
 ROOF OVER BAR FRAMING PLAN. THIS DETAIL INDICATES STEEL
 COLUMNS AND ROOF FRAMING LAYOUT. THERE IS NO
 INFORMATION AS TO HOW THE COLUMNS ARE GOING TO BE
 ONE-HOUR FIRE RESISTANCE RATING FOR THE PRIMARY
 STRUCTURAL FRAME PER 2020 FBC-BUILDING CODE TABLE 601 &
 SECTION 602.3.
  
 8B)(2) 2ND REQUEST. THE RESPONSE NOTES ON THE PLAN
 STATES 2HOUR FIRE RATING UL V340 ASSEMBLY. PLEASE
 PROVIDE WHERE THE UL V340 WALL ASSEBMBLY HAS EVER BEEN
 TESTED FOR HORIZONTALLY.
 ROOF OVER BAR FRAMING PLAN. THIS DETAIL INDICATES
 PRIMARY AND SECONDARY ROOF FRAMING MEMBERS AS WELL AS
 NOTE 1 ROOF DECK SHALL BE B DECK W/ 5/8-INCH DIA.
 PUDDLE WELD. THE PLAN IS SILENT AS TO COMPLIANCE WITH
 1-HOUR FIRE RESISTANCE RATING REQUIREMENTS IN TABLE
 601.
  
 8C) COMPLIED, 2020 FBC-B TABLE 721.1.3(9
  
 8D) BUILDING PROVISO: DETAIL # 6 CANOPY COLUMNS FIELD
 WIELDING AND SHEET S-4 DETAILS 1 & 2. WELDED OR BOLTED
 CONNECTIONS. THIS BUILDING CONTAINS EITHER BOLTED AND
 OR WELDED CONNECTIONS. THE CONTRACTOR IS REQUIRED TO
 PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER OPERATOR
 PERFORMANCE QUALIFICATION RECORDS IN ACCORDANCE WITH
 THE REFERENCED STANDARDS AT TIME OF INSPECTION FOR
 FIELD WIELDING, ON THE JOB-SITE WIELDING. THIRD PARTY
 CERTIFICATION WILL BE REQUIRED.
 THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO
 COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS
 SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING
 INSPECTION.
 2020 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666 OR ACTING CHIEF BUILDING INSPECTOR
 RICHARD BRUNELLE AT 561-805-6670.
  
 9) COMPLIED. SHEET S-1 WINDOW/ DOOR WALL PRESSURES.
 SHEET S-4 ROOF PRESSURES.
  
 10) SEMI-COMPLIED. COMPONENTS & CLADDING. 3RD REQUEST,
 PRODUCT APPROVAL. PLEASE SUBMIT THE COMPONENTS AND
 CLADDING PRODUCT APPROVALS. 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(C) WALL LOUVER PRODUCT APPROVAL.
 W. P. B. 107.3.4. PRODUCT APPROVALS.
 NOA 22-0105.05 350 ALUMINUM FIXED WINDOW
 NOA 21-0708.15 DOUBLE STEEL DOOR SERIES LS1875
 WALL LOUVER
 NOA 18-0108.20 CARLISLE SURE WELD SINGLE PLY TPO
  
 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.
  
 12) BUILDING PROVISO: 107.3.4.2 DEFERRED SUBMITTALS:
 RETRACTABLE AWNINGS, UNDER SEPARATE PERMIT.
 FABRIC AWNINGS, UNDER SEPARATE PERMIT.
  
 13) COMPLIED. NOA 22-0105.05 ECO WINDOWS 350 ALUMINUM
 FIXED WINDOWS L. M. I.
  
 14) 3RD REQUEST. NOA 18-0108.20 ROOFING: SHEET A2.06
 LIST COMPONENTS TO MAKE UP A ROOFING COMPONENT AND
 CLADDING, BUT IN THE ROOFING PRODUCT APPROVAL THE
 CONTRACTOR NOR DESIGNER OF RECORD HAS NOT IDENTIFIED ON
 PAGES 5-20 WHICH SUB-SYSTEM IS TO INSTALLED, IDENTIFIED
 MAXIMUM DESIGN PRESSURE ASSOCIATED WITH THE SUB-SYSTEM
 AND IF THE SUB-SYSTEM HAS GENERAL LIMITATION 7 WHICH
 ALLOWS FOR ENHANCED FASTENING IN ZONES 2 & 3 OR
 LIMITATION 9 WHICH DOES NOT ALLOW FOR ENHANCED
 FASTENING IN ZONES 2 & 3. PLEASE NOTE IF THE SUB-SYSTEM
 LIST LIMITATION 7 THEN THE ENHANCED FASTENING HAS TO BE
 SIGNED AND SEALED BY A QUALIFIED DESIGN PROFESSIONAL.
 2ND REQUEST. 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.
  
 15-17) COMPLIED.
  
 18) A TRANSMITTAL LETTER / NARRATIVE 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.
  
 AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE WORKING
 FROM CITY HALL.
 MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM
 PART-TIME/ RETIRED.
 IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET
 BACK INTO THE OFFICE CALL
 (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL.
 THANK YOU.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2022-04-27 Cont ID  
Sent By jwitmer Date 2022-04-27 Time 09:53 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2022-04-27 09:53:21WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 22010966
 ADD: 185 BANYAN BLVD.
 CONT: MGM GENERAL CONTRACTING
 TEL: 954-532-9620
 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. APRIL 26TH/ 2022
 ACTION: DENIED
  
 1) SHEET A0.01 ELISABETTAS GENERAL NOTES/ PROJECT DATA:
  
 1A) COMPLIED.
  
 1B) COMPLIED. SHEET FP-101.
  
 2) SHEET A0.03 ELISABETTAS LIFE SAFETY FLOOR PLAN:
  
 2A) SEMI-COMPLIED. THE FLOOR PLAN INDICATES 145 SEATS
 ON THIS FLOOR AND ONLY SIX ACCESSIBLE SEAT APPEARS TO
 BE DESIGNATED AS AN ACCESSIBLE SEAT LOCATED AROUND THE
 SEATING AREAS.
 THE 2020 FBC-ACCESSIBILITY CODE SECTION 226.1 WHERE
 DINING SURFACES ARE PROVIDED AND THE CONSUMPTION OF
 FOOD OR DRINK, AT LEAST 5 PERCENT OF THE SEATING SPACES
 AND STANDING SPACES AT THE DINING SURFACES SHALL COMPLY
 WITH 902. 145 SEATS X 0.05 = 7.2 OR 8 ACCESSIBLE SEATS
 ARE REQUIRED.
  
 2B) SEMI- COMPLIED, ADDITIONAL SPACES ARE REQUIRED.
 226.2 DISPERSION. DINING SURFACES REQUIRED TO COMPLY
 WITH 902 SHALL BE DISPERSED THROUGHOUT THE SPACE OR
 FACILITY CONTAINING DINING SURFACES AND AREAS FOR THE
 CONSUMPTION OF FOOD OR DRINK.
  
 2C) SEMI-COMPLIED, ADDITIONAL SPACES REQUIRED. 206.2.5
 206.2.5 RESTAURANTS AND CAFETERIAS. IN RESTAURANTS AND
 CAFETERIAS, AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO
 ALL DINING AREAS, BARS, INCLUDING RAISED OR SUNKEN
 DINING AREAS, AND OUTDOOR DINING AREAS.
  
 2D) SEMI- COMPLIED, ADDITIONAL ACCESSIBLE SEATING
 REQUIRED. 902.1. DINING 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, BABY CHANGING AND OTHER
 TABLES OR FIXTURES FOR PERSONAL GROOMING, COUPON
 COUNTERS, AND WHERE COVERED BY THE ADA SCOPING
 PROVISIONS, EMPLOYEE WORKSTATIONS.
  
 2E)(1) SEMI-COMPLIED, ADDITIONAL ACCESSIBLE SEATING
 REQUIRED. 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.
  
 2E)(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 PLEASE PROVIDE
 A DETAIL OF DINING SURFACES IN COMPLIANCE.
 2E)(3) COMPLIED, ACCESSIBLE BAR HEIGHT @ 34?.
  
 2F)SEMI-COMPLIED. SHEET A2.06 ALSO SHOWS THE CABANA
 TOPS GOING ALL THE WAY TO THE GLASS HANDRAILS, WHEREAS
 E-102 THE CANOPY TOPS STOP APPROXIMATELY 36 INCHES
 BEFORE THE HANDRAIL.
  
 2G) COMPLIED. 5/03/2022 I SPOKE WITH THE BUILDING
 OFFICIAL FOR INTERPRETATION. PLANS SHOW NO FIXED
 SEATING ADJACENT TO THE GUARDRAIL!!!
 3) SHEET A2.02:
  
 3A) 2ND REQUEST. THE BAR PREP AREA (SERVICE STATION)
 NOTE 10 IS AT A HEIGHT OF 36 INCHES IN HEIGHT.
 2020 ACCESS. SINKS. 2020 FBC-ACCESSIBILITY CODE SECTION
 606.3 HEIGHT. LAVATORIES AND SINKS SHALL BE INSTALLED
 WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER
 SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND.
  
 3B) THE WORK AREA BEHIND BAR AREA 309 DOES NOT PROVIDE
 THE WORKING HEIGHT OF THE LOWER COUNTER TOP NOR SINK
 HEIGHTS NOR COMPLIANCE WITH SINKS. 2020
 FBC-ACCESSIBILITY CODE SECTION 606.3 HEIGHT.
 LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT
 OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
 3C) BAR AREA 309 STATES THE HIGH BAR IS AT 42 INCHES,
 SECTION THROUGH THE BAR 1/A5.02, THIS DETAIL DOES NOT
 INDICATE THE BAR HEIGHT, BUT REFERENCES DETAIL 2/ A5.04
 WHICH IS 42 INCHES THERE IS NO WORK AREA AT 34 INCHES
 AND THE SINK HEIGHT IS NOT SHOWN OR HEIGHT GIVEN.
  
 4) SHEET A3.03 NONE OF THE RESTROOM ELEVATION DETAILS
 PROVIDE CODE COMPLIANCE WITH THE 2020FBC-ACCESSIBILITY
 CODE:
  
 4A-C) COMPLIED.
  
 4D) 2ND REQUEST. ELEVATION VIEWS 1 & 2 THE MIRRORS ARE
 MEASURED TO THE BOTTOM OF THE MIRROR FRAME NOT THE
 BOTTOM OF THE REFLECTIVE SURFACE.
 1S ROUND OF COMMENTS. MIRRORS 603.3 MIRRORS LOCATED
 ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH
 THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 4E) 2ND REQUEST, NOT SHOWN. CLEARANCES AT WATER
 CLOSETS. 604.3 CLEARANCE
  
 4F) SEMI-COMPLIED, DETAIL TYPICAL ADA ACCESSORIES, GRAB
 BARS, THE VERTICAL MEASUREMENT OF 34 INCHES IS IN THE
 ACCEPTABLE 33-36 INCHES. THE ISSUE IS TAKING THE
 MEASUREMENT AT CENTERLINE. THE MEASUREMENT IS TO BE
 TAKEN FROM THE TOP OF THE GRAB BAR, THE GRASPABLE
 SURFACE. PLEASE NOTE WE HAVE SEEN AT THE FINAL
 INSPECTION THEY WERE PUT IN AT 36 INCHES TO CENTERLINE,
 MAKING THE TOP OF THE GRASPABLE SURFACE TO HIGH. WITH
 THE WALLS BEING TILED IT IS ONE THAT DOES COST
 ADDITIONAL MATERIAL (TILE), FUNDS & TIME WHICH NO ONE
 WANTS AT THE TIME OF FINAL INSPECTION AND CERTIFICATE
 OF OCCUPANCY.
 1ST ROUND COMMENT. THE GRAB BARS/ RESTROOMS 2020
 FBC-ACCESSIBILITY CODE SECTION 609.4 HEIGHT TOP OF GRAB
 BAR NOT CENTER LINE.
  
 4G-H) COMPLIED.
  
 4I) 2ND REQUEST, NOT SHOWN FOR DISTANCE FROM THE FRONT
 OF THE TOILET. 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. THE OUTLET OF THE DISPENSER SHALL BE 15
 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR AND SHALL NOT BE LOCATED BEHIND THE GRAB BARS.
  
 5) COMPLIED, RESTROOM DOORS OUTSWING.
  
 6) 2ND REQUEST. SHEET A5.03 THE CABINETRY FOR THE UNDER
 THE COUNTER REFRIGERATOR, COUNTERTOP AT 3 FEET 1 ?
 INCHES.
 DETAIL 3 BOTH THE UNDER THE COUNTER REFRIGERATOR
 CABINETRY AND STORAGE CABINETRY ARE BOTH 3FEET 1 1/2
 INCHES IN HEIGHT. DETAIL 2 THE STORAGE CABINETRY IS
 LOWER AND WITHOUT A VERTICAL DIMENSION.
 107.2.1. ADDITIONAL INFORMATION IS REQUIRED.
 DISCREPANCY IN PLANS. 2020 WEST PALM BEACH AMENDMENTS
 TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION. SHOW COMPLIANCE WITH THE 2020
 FBC-ACCESSIBILITY CODE SECTION 902.3 HEIGHT. THE TOPS
 OF WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34
 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 7) SEMI-COMPLIED. SHEET A6.02 WINDOW SCHEDULE WINDOW B
 IS NOW SHOWN WITH A NOA 20-1203.04 PLEASE UPDATE TO THE
 NEWEST UPDATED NOA 22-0105.05. THIS NOA IS THE SAME BUT
 UPDATED PRODUCT ECO SERIES 350.
 1ST ROUND OF COMMENTS. SHEET A6.02 WINDOW SCHEDULE
 WINDOW B DOES NOT INDICATE IF IT IS LARGE MISSILE
 IMPACT. 107.2.1. ADDITIONAL INFORMATION IS REQUIRED.
 WINDOWS 30 FEET OR LESS ABOVE GRADE REQUIRE LARGE
 MISSILE IMPACT GLAZING. 2020 FBC-B SECTION 1609.1.2.2.
  
 8) SHEET 6-3 VERSES A0.01 PROJECT DATA:
  
 8A)2ND REQUEST. THE RESPONSE LETTER FOR BUILDING TYPE
 IIIA CONSTRUCTION IS UL V340 ASSEMBLY. PLEASE PROVIDE
 THE UL V 340 ASSEMBLY SINCE THE INSPECTOR IN THE FIELD
 WILL NOT HAVE A UL ASSEMBLY BOOK. DETAIL 2 INDICATES
 6X20 GA. METAL STUDS, 5/8-INCH CDX PLYWOOD FOR WALLS,
 AND ROOF CDX PLYWOOD FOR THE DECK. PLEASE REVIEW THE
 REQUIREMENTS FOR EXTERIOR BEARING WALLS REQUIRING A
 2-HOUR FIR RATING (TABLE 601) AND ROOF CONSTRUCTION
 (TABLE 601) 1 HOUR INCLUDING SECONDARY FRAMING MEMBERS.
 SECTION 602.3 FIRE RETARDANT TREATED WOOD.
 1ST ROUND COMMENT. SHEET A0.01 PROJECT DATA LIST THE
 BUILDING TYPE AS A TYPE IIIA. DETAIL 2 INDICATES 6X20
 GA. METAL STUDS, 5/8-INCH CDX PLYWOOD FOR WALLS, AND
 ROOF CDX PLYWOOD FOR THE DECK. PLEASE REVIEW THE
 REQUIREMENTS FOR EXTERIOR BEARING WALLS REQUIRING A
 2-HOUR FIR RATING (TABLE 601) AND ROOF CONSTRUCTION
 (TABLE 601) 1 HOUR INCLUDING SECONDARY FRAMING MEMBERS.
 SECTION 602.3 FIRE RETARDANT TREATED WOOD.
  
 8B)(1) 2ND REQUEST. THE RESPONSE INDICATES INHERENTLY
 FIRE RATED WHITEWASHED TEAK WOOD. PLEASE PROVIDE
 TESTING REPORT AND OR UL REPORT WHERE TEAK MEETS A
 1-HOUR FIRE RATING.
 ROOF OVER BAR FRAMING PLAN. THIS DETAIL INDICATES STEEL
 COLUMNS AND ROOF FRAMING LAYOUT. THERE IS NO
 INFORMATION AS TO HOW THE COLUMNS ARE GOING TO BE
 ONE-HOUR FIRE RESISTANCE RATING FOR THE PRIMARY
 STRUCTURAL FRAME PER 2020 FBC-BUILDING CODE TABLE 601 &
 SECTION 602.3.
  
 8B)(2) 2ND REQUEST. THE RESPONSE NOTES ON THE PLAN
 STATES 2HOUR FIRE RATING UL V340 ASSEMBLY. PLEASE
 PROVIDE WHERE THE UL V340 WALL ASSEBMBLY HAS EVER BEEN
 TESTED FOR HORIZONTALLY.
 ROOF OVER BAR FRAMING PLAN. THIS DETAIL INDICATES
 PRIMARY AND SECONDARY ROOF FRAMING MEMBERS AS WELL AS
 NOTE 1 ROOF DECK SHALL BE B DECK W/ 5/8-INCH DIA.
 PUDDLE WELD. THE PLAN IS SILENT AS TO COMPLIANCE WITH
 1-HOUR FIRE RESISTANCE RATING REQUIREMENTS IN TABLE
 601.
  
 8C) COMPLIED, 2020 FBC-B TABLE 721.1.3(9
  
 8D) BUILDING PROVISO: DETAIL # 6 CANOPY COLUMNS FIELD
 WIELDING AND SHEET S-4 DETAILS 1 & 2. WELDED OR BOLTED
 CONNECTIONS. THIS BUILDING CONTAINS EITHER BOLTED AND
 OR WELDED CONNECTIONS. THE CONTRACTOR IS REQUIRED TO
 PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER OPERATOR
 PERFORMANCE QUALIFICATION RECORDS IN ACCORDANCE WITH
 THE REFERENCED STANDARDS AT TIME OF INSPECTION FOR
 FIELD WIELDING, ON THE JOB-SITE WIELDING. THIRD PARTY
 CERTIFICATION WILL BE REQUIRED.
 THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO
 COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS
 SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING
 INSPECTION.
 2020 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666 OR ACTING CHIEF BUILDING INSPECTOR
 RICHARD BRUNELLE AT 561-805-6670.
  
 9) COMPLIED. SHEET S-1 WINDOW/ DOOR WALL PRESSURES.
 SHEET S-4 ROOF PRESSURES.
  
 10) COMPONENTS & CLADDING. 2ND REQUEST, PRODUCT
 APPROVAL. PLEASE SUBMIT THE COMPONENTS AND CLADDING
 PRODUCT APPROVALS. 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(C) WALL LOUVER PRODUCT APPROVAL.
  
 11) 2ND REQUEST. W. P. B. 107.3.4. PRODUCT APPROVALS.
 NOA 22-0105.05 350 ALUMINUM FIXED WINDOW
 NOA 21-0708.15 DOUBLE STEEL DOOR SERIES LS1875
 WALL LOUVER
 NOA 18-0108.20 CARLISLE SURE WELD SINGLE PLY TPO
 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.
  
 12) BUILDING PROVISO: 107.3.4.2 DEFERRED SUBMITTALS:
 RETRACTABLE AWNINGS, UNDER SEPARATE PERMIT.
 FABRIC AWNINGS, UNDER SEPARATE PERMIT.
 13) 2ND REQUEST NOA 22-0105.05 ECO WINDOWS 350 ALUMINUM
 FIXED WINDOWS L. M. I.
 IDENTIFY GLAZING. PLEASE IDENTIFY IN THE PRODUCT
 APPROVAL BEFORE SUBMITTING TO DESIGNER OF RECORD AND
 BEFORE SUBMISSION TO THE BUILDING DEPARTMENT. FOR ALL
 PRODUCTS WITH GLAZING, PLEASE IDENTIFY THE OPENING
 WIDTH & HEIGHT, SILL HEIGTH, TYPE OF GLAZING, MULLION
 SIZE, LENGTH IF UNREINFORCED OR REINFORCED INFORMATION
 IF REQUIRED, ATTACHMENTS AND ASSOCIATE PRESSURES FOR
 EACH OPENING SIZE. 2020 FBC-B 1405.13.1 INSTALLATION.
 WINDOWS AND DOORS SHALL BE INSTALLED IN ACCORDANCE WITH
 APPROVED 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.
  
 14) 2ND REQUEST. NOA 18-0108.20 ROOFING: 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.
  
 15-17) COMPLIED.
  
 18) A TRANSMITTAL LETTER / NARRATIVE 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.
  
 AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE WORKING
 FROM CITY HALL.
 MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM
 PART-TIME/ RETIRED.
 IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET
 BACK INTO THE OFFICE CALL
 (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL.
 THANK YOU.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2022-03-09 Cont ID  
Sent By jwitmer Date 2022-03-09 Time 09:03 Rev Time 0.00
Received By jwitmer Date 2022-03-08 Time 14:57 Sent To  
Notes
2022-03-09 09:03:20WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 22010966
 ADD: 185 BANYAN BLVD.
 CONT: MGM GENERAL CONTRACTING
 TEL: 954-532-9620
 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: TUES. MARCH 08TH/ 2022
 ACTION: DENIED
  
 1) SHEET A0.01 ELISABETTAS GENERAL NOTES/ PROJECT DATA:
  
 1A) THE AREA WHERE WORK IS TO BE COMPLETED IS ON THE
 ROOF TOP 3RD FLOOR. WHY IS THE FINISH FLOOR ELEVATION
 AT 8.93 NGVD ON THE 1ST FLOOR. PLEASE NOTE ALL
 ELEVATIONS ARE NOW IN NAVD88.
  
 1B) THE PROJECT DATA STATES THE BUILDING IS FIRE
 SPRINKLERED. THE ROOF PLAN A2.06 THE EXISTING ROOF PLAN
 NOR DOES A0.03 NOT INDICATE FIRE SPRINKLERS IN
 ACCORDANCE WITH THE 2020 FBC-BUILDING CODE FOR THE
 EXISTING ELEMENTS SUCH AS THE FOYER OR RESTROOMS. THE
 NEW ELEMENTS SERVICE STATION 301 & BAR AREAS 309 & 310
 ARE ALSO A NEW BUILDING ELEMENT THAT WOULD NEED TO SHOW
 COMPLIANCE WITH THE 2020 FBC-BUILDING CODE SECTION
 903.2.11.3.
  
 2) SHEET A0.03 ELISABETTAS LIFE SAFETY FLOOR PLAN:
  
 2A) THE FLOOR PLAN INDICATES 145 SEATS ON THIS FLOOR
 AND ONLY ONE SEAT APPEARS TO BE DESIGNATED AS AN
 ACCESSIBLE SEAT LOCATED AT THE BAR.
 THE 2020 FBC-ACCESSIBILITY CODE SECTION 226.1 WHERE
 DINING SURFACES ARE PROVIDED FOR THE CONSUMPTION OF
 FOOD OR DRINK, AT LEAST 5 PERCENT OF THE SEATING SPACES
 AND STANDING SPACES AT THE DINING SURFACES SHALL COMPLY
 WITH 902. 145 SEATS X 0.05 = 7.2 OR 8 ACCESSIBLE SEATS
 ARE REQUIRED.
  
 2B) 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.
  
 2C) 206.2.5 206.2.5 RESTAURANTS AND CAFETERIAS. IN
 RESTAURANTS AND CAFETERIAS, AN ACCESSIBLE ROUTE SHALL
 BE PROVIDED TO ALL DINING AREAS, BARS, INCLUDING RAISED
 OR SUNKEN DINING AREAS, AND OUTDOOR DINING AREAS.
  
 2D) 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.
  
 2E)(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.
  
 2E)(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. PLEASE REFER
 TO SHEET A2.02 FOR THE HEIGHT OF THE PORTION OF BAR
 THAT IS TO BE ACCESSIBLE IS INDICATED TO BE 36 INCHES
 HIGH.
  
 2F) ON THE NORTH SIDE OF THE BUILDING THERE ARE 6
 CABANAS IDENTIFIED AS CABANA 302 & CABANA 303. THERE
 ARE ONLY 2 EXTERIOR EXIT STAIRS AND THE VERTICAL
 CURTAINS BLOCK HE MEANS OF EGRESS TO GET TO THE
 NORTHWEST EXTERIOR STAIR. 2020 FBC-BUILDING CODE
 SECTION 1003.6 MEANS OF EGRESS CONTINUITY. OBSTRUCTIONS
 SHALL NOT BE PLACES IN THE MINIMUM WIDTH OR REQUIRED
 CAPACITY OF A MEANS OF EGRESS COMPONENT. THE MINIMUM
 WIDTH OR REQUIRED CAPACITY OF A MEANS OF EGRESS SHALL
 NOT BE DIMINISHED ALONG THE PATH OF EGRESS TRAVEL.
 DISCREPANCY IN PLANS LIFE SAFETY PLAN VERSES E-102 THE
 DEPTH OF THE CABANA AND THE REQUIRED EGRESS PATH.
 SHEET A2.06 ALSO SHOWS THE CABANA GOING ALL THE WAY TO
 THE GLASS HANDRAILS.
  
 2G) 2020 FBC-BUILDING CODE, GUARDS SECTION 1015.3
 EXCEPTION 4, SEE 1029.16.1 PERIMETER GUARDS. WHERE THE
 SEATBOARDS ARE ADJACENT TO THE PERIMETER, GUARD HEIGHT
 SHALL BE 42 INCHES MINIMUM, MEASURED FROM THE
 SEATBOARD.
  
 3) SHEET A2.02:
  
 3A) THE BAR PREP AREA NOTE 10 IS AT A HEIGHT OF 36
 INCHES IN HEIGHT.
 2020 ACCESS. SINKS. 2020 FBC-ACCESSIBILITY CODE SECTION
 606.3 HEIGHT. LAVATORIES AND SINKS SHALL BE INSTALLED
 WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER
 SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND.
  
 3B) THE WORK AREA BEHIND BAR AREA 309 DOES NOT PROVIDE
 THE WORKING HEIGHT OF THE LOWER COUNTER TOP NOR SINK
 HEIGHTS NOR COMPLIANCE WITH SINKS. 2020
 FBC-ACCESSIBILITY CODE SECTION 606.3 HEIGHT.
 LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT
 OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 4) SHEET A3.03 NONE OF THE RESTROOM ELEVATION DETAILS
 PROVIDE CODE COMPLIANCE WITH THE 2020FBC-ACCESSIBILITY
 CODE:
  
 4A) LAVATORIES 606.3. HEIGHT
 4B) LAVATORIES 606.2 CLEAR FLOOR SPACE
 4C) LAVATORIES 606.5 EXPOSED PIPES
 4D) MIRRORS 603.3 MIRRORS LOCATED ABOVE LAVATORIES OR
 COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF
 THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE
 FINISH FLOOR OR GROUND.
 4E) CLEARANCES AT WATER CLOSETS. 604.3 CLEARANCE
 4F) GRAB BARS/ RESTROOMS 2020 FBC-ACCESSIBILITY CODE
 SECTION 609.4 HEIGHT TOP OF GRAB BAR NOT CENTER LINE.
 4G) 2020 FBC-ACCESSIBILITY CODE SECTION 604.5.1 THE
 SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG MINIMUM,
 LOCATED 12 INCHES MAXIMUM FROM THE REAR WALL.
 4H) 2020 FBC-ACCESSIBILITY CODE SECTION 604.5.2 REAR
 WALL. THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES
 MINIMUM ON THE OTHER SIDE.
 4I) 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. THE
 OUTLET OF THE DISPENSER SHALL BE 15 INCHES MINIMUM AND
 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR AND SHALL NOT
 BE LOCATED BEHIND THE GRAB BARS.
  
 5) SHEET A3.02 RESTROOM INSWING DOOR. PLEASE REVIEW
 SECTION 603.2.3. DOORS SHALL NOT SWING INTO THE CLEAR
 FLOOR SPACE OR CLEARANCES REQUIRED FOR ANY FIXTURE.
 DOORS SHALL BE PERMITTED TO SWING INTO THE REQUIRED
 TURNING SPACE. PLEASE SEE EXCEPTION 2. WHERE TOILET
 ROOMS ARE FOR INDIVIDUAL USE AND A CLEAR FLOORS SPACE
 COMPLYING WITH 305.3 IS PROVIDED WITHIN THE ROOM BEYOND
 THE ARC OF THE DOOR SWING. WHAT IS MISSING IS THE
 REQUIRED 30X48 INCH CLEAR FLOOR SPACE BEYOND THE ARC OF
 THE DOOR. USUALLY AT A 45% ANGLE TO THE DOOR ENTRANCE.
  
 6) SHEET A5.03 THE CABINETRY FOR THE UNDER THE COUNTER
 REFRIGERATOR, COUNTERTOP AT 3 FEET 1 ? INCHES.
 DETAIL 3 BOTH THE UNDER THE COUNTER REFRIGERATOR
 CABINETRY AND STORAGE CABINETRY ARE BOTH 3FEET 1 ?
 INCHES IN HEIGHT. DETAIL 2 THE STORAGE CABINETRY IS
 LOWER AND WITHOUT A VERTICAL DIMENSION. 107.2.1.
 ADDITIONAL INFORMATION IS REQUIRED. DISCREPANCY IN
 PLANS. 2020 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION
  
 7) SHEET A6.02 WINDOW SCHEDULE WINDOW B DOES NOT
 INDICATE IF IT IS LARGE MISSILE IMPACT. 107.2.1.
 ADDITIONAL INFORMATION IS REQUIRED. WINDOWS 30 FEET OR
 LESS ABOVE GRADE REQUIRE LARGE MISSILE IMPACT GLAZING.
 2020 FBC-B SECTION 1609.1.2.2.
  
 8) SHEET 6-3 VERSES A0.01 PROJECT DATA:
  
 8A) SHEET A0.01 PROJECT DATA LIST THE BUILDING TYPE AS
 A TYPE IIIA. DETAIL 2 INDICATES 6X20 GA. METAL STUDS,
 5/8-INCH CDX PLYWOOD FOR WALLS, AND ROOF CDX PLYWOOD
 FOR THE DECK. PLEASE REVIEW THE REQUIREMENTS FOR
 EXTERIOR BEARING WALLS REQUIRING A 2-HOUR FIR RATING
 (TABLE 601) AND ROOF CONSTRUCTION (TABLE 601) 1 HOUR
 INCLUDING SECONDARY FRAMING MEMBERS. SECTION 602.3 FIRE
 RETARDANT TREATED WOOD.
  
 8B)(1) ROOF OVER BAR FRAMING PLAN. THIS DETAIL
 INDICATES STEEL COLUMNS AND ROOF FRAMING LAYOUT. THERE
 IS NO INFORMATION AS TO HOW THE COLUMNS ARE GOING TO BE
 ONE-HOUR FIRE RESISTANCE RATING FOR THE PRIMARY
 STRUCTURAL FRAME PER 2020 FBC-BUILDING CODE TABLE 601 &
 SECTION 602.3.
  
 8B)(2) ROOF OVER BAR FRAMING PLAN. THIS DETAIL
 INDICATES PRIMARY AND SECONDARY ROOF FRAMING MEMBERS AS
 WELL AS NOTE 1 ROOF DECK SHALL BE B DECK W/ 5/8-INCH
 DIA. PUDDLE WELD. THE PLAN IS SILENT AS TO COMPLIANCE
 WITH 1-HOUR FIRE RESISTANCE RATING REQUIREMENTS IN
 TABLE 601.
  
 8C) PLEASE NOTE THIS IS A 3-STORY BUILDING AND 1ST
 OCCUPANCY FOR THE 3RD FLOOR. PLEASE PROVIDE HOW
 HORIZONTAL FIRE SEPARATION BETWEEN THE A2 ROOF TOP
 OCCUPANCY AND 2ND FLOOR BUSINESS IS TO OCCUR FOR MIXED
 OCCUPANCIES 2020 FBC-B TABLE 707.3.10 FOR ASSEMBLY VS.
 BUSINESS OCCUPANCIES, 2 HOURS AND COLUMNS SUPPORTING
 THE 2ND FLOOR.
  
 8D) DETAIL # 6 CANOPY COLUMNS FIELD WIELDING AND SHEET
 S-4 DETAILS 1 & 2. WELDED OR BOLTED CONNECTIONS. THIS
 BUILDING CONTAINS EITHER BOLTED AND OR WELDED
 CONNECTIONS. THE CONTRACTOR IS REQUIRED TO PROVIDE WELD
 PROCEDURE SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION FOR FIELD WIELDING, ON
 THE JOB-SITE WIELDING. THIRD PARTY CERTIFICATION WILL
 BE REQUIRED.
 THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO
 COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS
 SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING
 INSPECTION.
 2020 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666 OR ACTING CHIEF BUILDING INSPECTOR
 RICHARD BRUNELLE AT 561-805-6670.
  
 9) SHEET S-0 PROVIDES THE WIND DESIGN CRITERIA BUT DOES
 NOT PROVIDE THE PRESSURES FOR ROOF ZONES, 1, 2,OR 3 &
 WALL ZONES 4 & 5 FOR COMPONENTS AND CLADDING. PLEASE
 ALSO INCLUDE THE MEAN ROOF HEIGHT. PLEASE PROVIDE ALL
 COMPONENT AND CLADDING PRESSURES IN VASD. THANK YOU,
 ALL PRODUCT APPROVALS ARE IN VASD.
  
 10) COMPONENTS & CLADDING. PLEASE SUBMIT THE COMPONENTS
 AND CLADDING PRODUCT APPROVALS. 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
 (B) WINDOWS & MULLIONS
 (C) WALL LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS
  
 11) 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.
  
 12) 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.
  
 13) IDENTIFY GLAZING. PLEASE IDENTIFY IN THE PRODUCT
 APPROVAL BEFORE SUBMITTING TO DESIGNER OF RECORD AND
 BEFORE SUBMISSION TO THE BUILDING DEPARTMENT. FOR ALL
 PRODUCTS WITH GLAZING, PLEASE IDENTIFY THE OPENING
 WIDTH & HEIGHT, SILL HEIGTH, TYPE OF GLAZING, MULLION
 SIZE, LENGTH IF UNREINFORCED OR REINFORCED INFORMATION
 IF REQUIRED, ATTACHMENTS AND ASSOCIATE PRESSURES FOR
 EACH OPENING SIZE. 2020 FBC-B 1405.13.1 INSTALLATION.
 WINDOWS AND DOORS SHALL BE INSTALLED IN ACCORDANCE WITH
 APPROVED MANUFACTURER?S INSTRUCTIONS. FASTENER SIZE AND
 SPACING SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND
 SHALL BE CALCULATED BASED ON MAXIMUM LOADS AND SPACING
 USED IN THE TESTS.
  
 14) ROOFING: 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.
  
 15) SHEET A5.04 DETAILS 3 & 5 BOTH SHOW THE USE OF ?
 INCH CDX PLYWOOD, PLEASE REVIEW SECTION 602.3 EXTERIOR
 WALLS ARE OF NONCOMBUSTIBLE MATERIAL.
  
 16) SHEET A5.04 DETAILS 3 & 5 BOTH SHOW THE USE OF ?
 INCH CDX PLYWOOD AS ROOF SHEATHING WHEREAS S-3 SHOWS ON
 THE ROOF FRAMING OVER THE BAR NOTE 1 1 ? INCH 20-GAUGE
 B DECKING, DISCREPANCY IN PLANS.
 107.2.1. ADDITIONAL INFORMATION IS REQUIRED. 2020 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1, ADMINISTRATION.
  
 17) SHEET A5.04 DETAILS 3 BAR ROOF DETAIL SHOW THE USE
 OF ? INCH CDX PLYWOOD ON THE EXTERIOR ROOF TOP WALL AS
 WELL AS A SUB-CEILING DECKING MEMBER. TYPE IIIA
 CONSTRUCTION. SEE SECTION 603 FOR TYPE III
 CONSTRUCTION. THE OTHER ISSUE IS THE ROOF FRAMING
 MEMBERS ARE STATED TO BE BAR JOIST IN THE STRUCTURAL
 PLANS, HOW WILL ANY CEILING SUB-SHEATHING BE ATTACHED
 TO THE BAR JOIST? 107.2.1. ADDITIONAL INFORMATION IS
 REQUIRED. 2020 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION.
  
 18) A TRANSMITTAL LETTER / NARRATIVE LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF
 THE REVISION MADE, IDENTIFYING THE SHEET OR
 SPECIFICATION PAGE WHERE THE CHANGES CAN BE FOUND WILL
 HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR
 ANTICIPATED COOPERATION.
  
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT
 REVIEW CYCLE.
  
  
 AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE WORKING
 FROM CITY HALL.
 MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM
 PART-TIME/ RETIRED.
  
 IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET
 BACK INTO THE OFFICE CALL
 (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL.
 THANK YOU.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2022-06-09 Cont ID  
Sent By jwitmer Date 2022-06-09 Time 12:33 Rev Time 0.00
Received By jleahy Date 2022-06-09 Time 10:24 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2022-05-05 Cont ID  
Sent By jleahy Date 2022-05-05 Time 13:13 Rev Time 0.00
Received By jleahy Date 2022-05-05 Time 12:47 Sent To  
Notes
2022-05-05 13:13:53CODES IN EFFECT:
  
 FLORIDA BUILDING CODE 2020 7TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2020 7TH ED
 NFPA 70 2017 EDITION
  
 JAKE LEAHY
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 PAGE E101
  
 FOLLOWING CIRCUITS TO BE GFCI PROTECTED PER
 210.8(B)(2-5) 125 VOLT AND UPTO 150 VOLT TO GROUND
 OUTLETS.
 RT1, 2, 3-5, 4 , 6, 7. 8, 9, 10, 11, 12, 14, 15, 16,
 17-19, 21, 27, 29-31,33-35, 37-39, 40
  
 PAGE E201
  
 NEED A LOAD CALCULATION ON THE 800A MAIN, FAULT CURRENT
 FOR THE NEW PANEL, BREAKERS. 215.5, 110.10
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2022-03-15 Cont ID  
Sent By jleahy Date 2022-03-15 Time 12:21 Rev Time 0.00
Received By jleahy Date 2022-03-15 Time 12:21 Sent To  
Notes
2022-03-15 12:29:13CODES IN EFFECT:
  
 FLORIDA BUILDING CODE 2020 7TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2020 7TH ED
 NFPA 70 2017 EDITION
  
 JAKE LEAHY
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 PAGE E101
  
 FOLLOWING CIRCUITS TO BE GFCI PROTECTED PER
 210.8(B)(2-5) 125 VOLT AND UPTO 150 VOLT TO GROUND
 OUTLETS.
 RT1, 2, 3-5, 4 , 6, 7. 8, 9, 10, 11, 12, 14, 15, 16,
 17-19, 21, 27, 29-31,33-35, 37-39, 40
  
 PAGE E201
  
 NEED A LOAD CALCULATION ON THE 800A MAIN, FAULT CURRENT
 FOR THE NEW PANEL, BREAKERS. 215.5, 110.10
Review Stop E-LOWVOLT ELECTRICAL LOW VOLTAGE
Rev No 1 Status P Date 2022-06-09 Cont ID  
Sent By jleahy Date 2022-06-09 Time 12:34 Rev Time 0.00
Received By jleahy Date 2022-06-09 Time 12:34 Sent To  
Notes
2022-06-09 12:34:37LV VOICE AND DATA ONLY JLEAHY
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2022-05-13 Cont ID  
Sent By pleduc Date 2022-05-13 Time   Rev Time 0.00
Received By pleduc Date 2022-05-13 Time 13:29 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2022-04-19 Cont ID  
Sent By pleduc Date 2022-04-19 Time   Rev Time 0.00
Received By pleduc Date 2022-04-18 Time 15:25 Sent To  
Notes
2022-04-19 14:59:56FIRE PROVISO:
  
 FIRE SPRINKLER:
  
 THE RETRACTABLE AWNING SYSTEM WILL
 REQUIRE FULL FIRE SPRINKLER HEAD PROTECTION
 PER NFPA 101 CH 12 & NFPA 13.
  
 FIRE ALARM:
  
 VISUAL & AUDIBLE NOTIFICATION DOES NOT APPEAR TO MEET
 THE REQUIREMENTS OF NFPA 72 IN ALL AREAS.
  
 PLEASE ENSURE SHOP DRAWINGS REFLECT CODE COMPLIANCE.
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2022-02-09 Cont ID  
Sent By pleduc Date 2022-02-09 Time   Rev Time 0.00
Received By pleduc Date 2022-02-08 Time 15:29 Sent To  
Notes
2022-02-08 16:06:05THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1) THERE IS AN INDICATION OF AN ASSEMBLY OCCUPANCY ON A
 ROOF TOP OF A FIRE SPRINKLERED BUILDING THAT HAS
 ATTACHED ROOFING/CANOPIES FOR OCCUPANCY UNDER THEM.
  
 THE EXISTING FIRE SPRINKLER SYSTEM OF THE BUILDING IS
 REQUIRED TO BE EXTENDED INTO THE ATTACHED OCCUPIED
 SPACES.
  
 PER NFPA 101CHAPTER 12
  
 12.3.5 EXTINGUISHMENT REQUIREMENTS.
 12.3.5.1 THE FOLLOWING ASSEMBLY OCCUPANCIES SHALL BE
 PROTECTED
 THROUGHOUT BY AN APPROVED, SUPERVISED AUTOMATIC
 SPRINKLER SYSTEM IN
 ACCORDANCE WITH 9.7.1.1(1):
 (1) DANCE HALLS
 (2) DISCOTHEQUES
 (3) NIGHTCLUBS
 (4) ASSEMBLY OCCUPANCIES WITH FESTIVAL SEATING
  
 PLEASE REVIEW AND PROVIDE FOR FIRE SPRINKLER
 PROTECTION.
  
  
 2) THERE IS NO INDICATION OF FIRE ALARM PROTECTION.
  
 THERE IS AN EXISTING FIRE ALARM SYSTEM WITHIN THE
 BUILDING.
  
 ANY NOTIFICATION OF THE BUILDING FIRE ALARM SHALL BE
 EXTENDED FOR PROTECTION OF THIS NEW AREA.
  
 PER NFPA 101 CH 12
  
 12.3.4.1.2 ASSEMBLY OCCUPANCIES THAT ARE A PART OF A
 MULTIPLE OCCUPANCY
 PROTECTED AS A MIXED OCCUPANCY (SEE 6.1.14) SHALL BE
 PERMITTED TO BE
 SERVED BY A COMMON FIRE ALARM SYSTEM, PROVIDED THAT THE
 INDIVIDUAL
 REQUIREMENTS OF EACH OCCUPANCY ARE MET.
  
  
 3) SHEET E 102 - THERE ARE INDICATIONS OF EXITS SIGNS
 HOWEVER, A REVIEW OF THE EXIT LOCATIONS REQUIRES
 MODIFICATION AND ADDITION.
  
 A) THE EXIT SIGN AT THE WEST END AT THE STAIRWAY DOES
 NOT APPEAR TO BE VISABLE FROM THE EAST END OF WALKWAY.
 IT APPEARS THAT IT CAN BE MORE VISABLE MOVED TO THE
 NORTH.
  
 B) THERE IS NO EXIT SIGN IN THE BAR AREA LEADING PEOPLE
 TO SOUTH STAIRWAY.
  
 C) THERE IS NO EXIT SIGN LEADING PEOPLE TO THE SOUTH
 STIRWAY FROM THE ROUNDED CORNER PRIVATE LOUNGE AREA.
  
 D) THE EXIT SIGN AT THE SOUTH STAIRWAY MAY NOT BE
 VISABLE FROM THE OPEN BAR AREA.
  
  
  
 4) SHEETS ELECTRICAL - IT IS NOT CLEAR IF EMERGENCY
 LIGHTING IS PROVIDED THAT ILLUMINATES THE MEANS OF
 EGRESS.
  
 PER NFPA 12
  
 12.2.9 EMERGENCY LIGHTING.
 12.2.9.1 EMERGENCY LIGHTING SHALL BE PROVIDED IN
 ACCORDANCE WITH SECTION
 7.9.
  
 7.9 EMERGENCY LIGHTING
 7.9.1 GENERAL.
 7.9.1.1* EMERGENCY LIGHTING FACILITIES FOR MEANS OF
 EGRESS SHALL BE
 PROVIDED IN ACCORDANCE WITH SECTION 7.9 FOR THE
 FOLLOWING:
 (1) BUILDINGS OR STRUCTURES WHERE REQUIRED IN CHAPTERS
 11 THROUGH 43
 (2) UNDERGROUND AND LIMITED ACCESS STRUCTURES AS
 ADDRESSED IN
 SECTION 11.7
 (3) HIGH-RISE BUILDINGS AS REQUIRED BY OTHER SECTIONS
 OF THIS CODE
 (4) DOORS EQUIPPED WITH DELAYED-EGRESS LOCKS
 (5) STAIR SHAFTS AND VESTIBULES OF SMOKEPROOF
 ENCLOSURES, FOR WHICH
 THE FOLLOWING ALSO APPLY:
 (A) THE STAIR SHAFT AND VESTIBULE SHALL BE PERMITTED TO
 INCLUDE A
 STANDBY GENERATOR THAT IS INSTALLED FOR THE SMOKEPROOF
 ENCLOSURE
 MECHANICAL VENTILATION EQUIPMENT.
 (B) THE STANDBY GENERATOR SHALL BE PERMITTED TO BE USED
 FOR THE
 STAIR SHAFT AND VESTIBULE EMERGENCY LIGHTING POWER
 SUPPLY.
 (6) NEW SENSOR-RELEASE OF ELECTRICAL LOCKING SYSTEMS IN
 ACCORDANCE
 WITH 7.2.1.6.2
  
 7.9.1.2 FOR THE PURPOSES OF 7.9.1.1, EXIT ACCESS SHALL
 INCLUDE ONLY DESIGNATED
 STAIRS, AISLES, CORRIDORS, RAMPS, ESCALATORS, AND
 PASSAGEWAYS
 LEADING TO AN EXIT. FOR THE PURPOSES OF 7.9.1.1, EXIT
 DISCHARGE SHALL
 INCLUDE ONLY DESIGNATED STAIRS, RAMPS, AISLES,
 WALKWAYS, AND ESCALATORS
 LEADING TO A PUBLIC WAY.
  
 PLEASE PROVIDE DETAILS OF THE PRPOSED EMERGENCY
 LIGHTING MEETING THE REQUIREMENTS.
  
  
  
 5) GENERAL INFOMATION - PLEASE PROVIDE DETAILS FOR ANY
 PROPOSED OPEN FLAME ORNAMENTAL LIGHTING AND/OR PROPANE
 HEATERS/PROPANE DECORATIVE LIGHTING.
  
  
 6) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
 7) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2022-07-08 Cont ID  
Sent By aoliver Date 2022-07-08 Time 09:42 Rev Time 0.00
Received By aoliver Date 2022-06-30 Time 14:55 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2022-06-29 Cont ID  
Sent By lmarchan Date 2022-06-29 Time 08:09 Rev Time 0.00
Received By lmarchan Date 2022-06-09 Time 16:05 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2022-06-09 Cont ID  
Sent By jleahy Date 2022-06-09 Time 12:35 Rev Time 0.00
Received By jleahy Date 2022-05-12 Time 13:54 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-05-05 Cont ID  
Sent By jleahy Date 2022-05-05 Time 13:14 Rev Time 0.00
Received By jleahy Date 2022-04-15 Time 06:38 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-03-15 Cont ID  
Sent By jleahy Date 2022-03-15 Time 12:29 Rev Time 0.00
Received By jleahy Date 2022-02-04 Time 07:17 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2022-07-08 Cont ID  
Sent By aoliver Date 2022-07-08 Time 13:03 Rev Time 0.00
Received By aoliver Date 2022-06-10 Time 14:47 Sent To  
Notes
2022-06-10 14:47:296/10/22 EMAILED IMPACT OFFICE TO REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2022-03-09 Cont ID  
Sent By jwitmer Date 2022-03-09 Time 06:32 Rev Time 0.00
Received By jwitmer Date 2022-03-09 Time 06:31 Sent To  
Notes
2022-03-09 06:32:22IMPACT FEES - DIGITAL SUBMITTALS:
 PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected].
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2022-03-04 Cont ID  
Sent By medwards Date 2022-03-04 Time 15:13 Rev Time 0.00
Received By medwards Date 2022-03-04 Time 15:12 Sent To  
Notes
2022-03-04 15:13:21NO MECHANICAL WORK BEING COMPLETED UNDER THIS PROJECT.
 ME
Review Stop P PLUMBING
Rev No 3 Status P Date 2022-05-24 Cont ID  
Sent By jesmith Date 2022-05-24 Time 13:23 Rev Time 0.00
Received By jesmith Date 2022-05-17 Time 16:37 Sent To  
Notes
2022-05-24 13:17:12PLUMBING COMMENTS: APPROVED
  
 ALL WORK PER STATE AND CITY CODES SUBJECT TO FIELD
 INSPECTOR'S APPROVAL
  
 BY REVIEWING THE PLANS / SPECIFICATIONS FOR CODE
 COMPLIANCE DOES NOT RELIEVE THE OWNER, DESIGN
 PROFESSIONAL, CONTRACTORS OR THEIR REPRESENTATIVES FROM
 THE RESPONSIBILITY TO COMPLY WITH ALL LOCAL, STATE AND
 NATIONAL CODES AND STANDARDS IN EFFECT AT THE TIME OF
 PERMIT ISSUANCE. OUR REVIEW IS NOT A CHECK OF EVERY
 ITEM AND DOES NOT PREVENT THIS DEPARTMENT FROM
 REQUIRING CORRECTIONS DURING CONSTRUCTION. ANY CHANGES
 / ALTERATIONS TO APPROVED PLANS SHALL BE APPROVED TO
 AVOID VOIDING OF THE PERMIT.
  
 PROVISO: MANUFACTURER'S SPECIFICATION/INSTALLATION
 MANUAL FOR THE WATER HEATER SHALL BE ON SITE FOR FINAL
 INSPECTION
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2022-04-21 Cont ID  
Sent By jesmith Date 2022-04-21 Time 15:46 Rev Time 0.00
Received By jesmith Date 2022-04-20 Time 16:49 Sent To  
Notes
2022-04-21 15:30:46CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2020
 7TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2020 7TH EDITION
 FBC EX = FLORIDA EXISTING BUILDING CODE 2020 7TH
 EDITION
 FBC PL = FLORIDA PLUMBING CODE 2020 7TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2020 7TH EDITION
 NFPA 54 = NATIONAL FUEL GAS CODE
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 22010966 185 BANYAN BLVD
  
 2ND REVIEW
 PLUMBING COMMENTS: DENIED
  
 A REVIEW OF MINIMUM PLUMBING FIXTURE REQUIREMENTS AS
 REQUIRED BY FBC ACC IS PART OF THE PLUMBING REVIEW
 PROCESS BUT IS TYPICALLY ADDRESSED ON THE ARCHITECTURAL
 PLANS. ANY COMMENTS CONCERNING THESE REQUIREMENTS MUST
 BE SATISFACTORILY ADDRESSED PRIOR TO A PLUMBING REVIEW
 APPROVAL.
 PLEASE NOTE THAT THE ARCHITECT DID NOT RESPOND TO MY
 COMMENTS CONCERNING ACCESSIBILITY. SOME WERE CORRECTED
 AS A RESULT OF HIS RESPONSE TO THE BUILDING REVIEW.
 OTHERS STILL NEED TO BE ADDRESSED OR CLARIFIED.
  
 1.SECOND REQUEST: PLAN SHEET A0.01/ADA COMPLIANCE NOTE:
 PER WPB FBC 107.2.1, REVISE NOTE TO SHOW COMPLIANCE
 WITH THE 2020 FLORIDA ACCESSIBILITY CODE.
  
 2. PER WPB FBC 107.2.1, TO SHOW COMPLIANCE WITH FBC ACC
 CHAPTERS 2, 3 AND 6 PROVIDE PLAN AND ELEVATION DETAILS
 FOR NEW TOILET ROOM INDICATING THE FOLLOWING:
 ***A) COMPLIED
 ***B) CLEARANCE AROUND A WATER CLOSET SHALL BE 60
 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE
 WALL AND 59 INCHES MINIMUM FOR FLOOR MOUNTED WATER
 CLOSETS MEASURED PERPENDICULAR FROM THE REAR WALL PER
 604.8.1.1.
 SECOND REQUEST: DETAIL 1 ON A3.01AND A3.02 INDICATE
 CLEARANCE AROUND A WATER CLOSET BUT DOES NOT PROVIDE
 DIMENSIONS. PER WPB FBC 107.2.1, PROVIDE DIMENSIONS.
 ***C) THE SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG
 MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM THE
 REAR WALL AND EXTENDING 54 INCHES MINIMUM FROM THE REAR
 WALL PER FBC ACC 604.5.1
 NEW COMMENT: A3.03 PROVIDES REQUIRED INFORMATION,
 HOWEVER, DETAIL 4 AND DETAIL 1 ON A3.01 AND A3.02 IS
 INCORRECT. PER WPB FBC 107.2.1, CLARIFY AND RECONCILE
 A3.01 AND A3.02 WITH A3.03.
 ***D) COMPLIED
 ***E) COMPLIED
 ***F) TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4
 AND SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN
 FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF
 THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15
 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS PER FBC
 ACC 604.7.
 NEW COMMENT: DETAIL ON A3.03 CALLS FOR TOILET PAPER
 DISPENSER TO COMPLY WITH FAC 604.74.5.1. THIS APPEARS
 TO BE A MISPRINT AND SHOULD BE FAC 704.1. PER WPB FBC
 107.2.1, PLEASE CLARIFY.
 DETAIL 4 SHOWING TOILET PAPER DISPENSER ON A3.01 AND
 A3.02 IS INCORRECT. PER WPB FBC 107.2.1, CLARIFY AND
 RECONCILE A3.01 AND A3.02 WITH CORRECTED A3.03.
 ***G) COMPLIED
 ***H) COMPLIED
 ***I) COMPLIED
 ***J): COMPLIED
 ***K) SECOND REQUEST; MIRRORS LOCATED ABOVE LAVATORIES
 OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE
 OF THE REFLECTING SURFACE 40 INCHES (1015 MM) MAXIMUM
 ABOVE THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED
 ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH
 THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES
 (890 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND PER
 FBC ACC 603.3.
 TO BE CLEAR, PLEASE CLARIFY ON PLANS THAT DIMENSION IS
 TO THE BOTTOM EDGE OF THE "REFLECTING" SURFACE OF THE
 MIRROR.
  
 3. SECOND REQUEST: PLAN SHEET A0.03/PLUMBING
 FIXTURES/TABLE 403.1 FBC PLUMBING: PER WPB FBC 107.2.1,
 PLEASE CONFIRM THAT THE PLUMBING FIXTURES, WHICH ARE
 ALREADY IN PLACE, IS NOT PART OF THE ORIGINAL
 CALCULATIONS FOR THE EXISTING RESTAURANT SPACE.
  
 4. PLAN SHEET P3.01/ WATER HEATER DETAIL: PRV AS PER
 PLUMBING LEGEND SYMBOLS AND ABBREVIATIONS APPEARS TO
 INDICATE A PRESSURE REDUCING VALVE; THE SYMBOL ITSELF
 DOES NOT MATCH. IT IS NOTED THAT THE PRV APPEARS NOT TO
 CONNECT TO THE WATER HEATER. PER WPB FBC 107.2.1,
 CLARIFY; IF THIS IS ACTUALLY A PRESSURE RELIEF VALVE
 THAT DISCHARGES TO THE ATMOSPHERE, PROVIDE A POINT OF
 TERMINATION. COMPLIED
 NEW COMMENT: P-301/WATER HEATER DETAIL; DISCHARGE TO
 ROOF DRAIN SHALL BE THROUGH AN AIR GAP 2X DIAMETER,
 SHALL NOT DISCHARGE IN A MANNER THAT WOULD CAUSE
 PERSONAL INJURY OR STRUCTURAL DAMAGE AND SHALL NOT BE
 TRAPPED. THE TERMINATION POINT SHALL BE READILY
 OBSERVABLE BY THE BUILDING OCCUPANTS. FBC PL 504.6 (6)
 (7) (8) (10). ADD NOTE STATING THE SAME.
 NEW COMMENT: IS PRV AT COLD WATER INLET A PRESSURE
 RELIEF VALVE. ABBREVIATION INDICATES PRESSURE REDUCING
 VALVE, BUT THE DETAIL DOES NOT SHOW AN IN-LINE VALVE.
 PER WPB FBC 107.2.1, PLEASE CLARIFY.
  
 5. SECOND REQUEST: PER WPB FBC 107.2.1, PROVIDE
 MANUFACTURER?S SPECIFICATION/INSTALLATION MANUAL FOR
 THE WATER HEATER.
 MEP RESPONSE IS "PLEASE SEE THE ATTACHED
 SPECIFICATIONS." I HAVE LOOKED FOR THE SUBMITTAL BUT IT
 DOES NOT APPEAR TO HAVE BEEN UPLOADED.
  
 6. GREASY WASTE: SEE BELOW.
 ?A) COMPLIED; THERE IS NO GREASY WASTE
 ?B) COMPLIED; THERE IS NO GREASY WASTE
  
 7. PER WPB FBC 107.2.1, PROVIDE PLAN VIEW AND RISER
 DIAGRAMS(S), CALCULATIONS FOR NEW STORM DRAINS AND
 CLARIFICATIONS AS TO HOW THE NEW ROOF DRAINAGE WILL
 INTEGRATE WITH THE EXISTING STORM WATER SYSTEM(S).
 INCLUDE ANY OVERFLOW, SECONDARY SYSTEMS THAT MAY BE
 REQUIRED. CLEARLY SHOW ALL PIPING, GUTTERS, SCUPPERS,
 DOWNSPOUTS. SHOW COMPLIANCE WITH FBC PL 1106.2 THROUGH
 1106.6 INCLUDING ALL TABLES.
 STILL NEED RASER DIAGRAM FOR NEW SCUPPER,NEW PIPING TO
 EXISTING STORM DRAIN POC. NEED SCUPPER SIZING. PLEASE
 SHOW THE EXISTING TRENCH DRAIN NOTED IN THE MEP
 NARRATIVE.
  
 8. COMPLIED
  
 9. COMPLIED
  
 10. COMPLIED
  
 11. COMPLIED
  
 12. PER WPB FBC 107.2.1, PROVIDE APPLICABLE RATED
 WALL/FLOOR DETAILS FOR PLUMBING PENETRATIONS COMPLYING
 WITH THE REQUIREMENTS OF FBC CHAPTER 7.
 NEW COMMENT: PER WPB FBC 107.2.1 AND WPB FBC 107.3.4.1,
 PROVIDE NOTE ON P-302 "DEFERRED SUBMITTAL
 MANUFACTURER'S SPECIFICATION/UL AND INSTALLATION GUIDES
 FOR EACH PRO-SET FIRE ASSEMBLY TO BE USED SHALL BE
 PROVIDED. DOCUMENTS SHALL BE SUBMITTED, APPROVED AND ON
 SITE PRIOR TO FIRST INSPECTION. PROCEED AT YOUR OWN
 RISK."
  
  
 END OF COMMENTS.
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS. ALL PLANS TO BE SIGNED
 AND SEALED BY THE DESIGNER AS REQUIRED BY FAC AND FS.
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER PX928
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 MOBILE 561-246-0882
 PLEASE NOTE THAT I TYPICALLY WORK ON TUESDAYS AND
 THURSDAYS
Review Stop P PLUMBING
Rev No 1 Status F Date 2022-03-01 Cont ID  
Sent By jesmith Date 2022-03-01 Time 13:24 Rev Time 0.00
Received By jesmith Date 2022-02-24 Time 15:03 Sent To  
Notes
2022-03-01 13:21:48CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2020
 7TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2020 7TH EDITION
 FBC EX = FLORIDA EXISTING BUILDING CODE 2020 7TH
 EDITION
 FBC PL = FLORIDA PLUMBING CODE 2020 7TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2020 7TH EDITION
 NFPA 54 = NATIONAL FUEL GAS CODE
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 22010966 185 BANYAN BLVD
  
 1ST REVIEW
 PLUMBING COMMENTS: DENIED
  
 A REVIEW OF MINIMUM PLUMBING FIXTURE REQUIREMENTS AS
 REQUIRED BY FBC ACC IS PART OF THE PLUMBING REVIEW
 PROCESS BUT IS TYPICALLY ADDRESSED ON THE ARCHITECTURAL
 PLANS. ANY COMMENTS CONCERNING THESE REQUIREMENTS MUST
 BE SATISFACTORILY ADDRESSED PRIOR TO A PLUMBING REVIEW
 APPROVAL.
  
 1.PLAN SHEET A0.01/ADA COMPLIANCE NOTE: PER WPB FBC
 107.2.1, REVISE NOTE TO SHOW COMPLIANCE WITH THE 2020
 FLORIDA ACCESSIBILITY CODE.
  
 2. PER WPB FBC 107.2.1, TO SHOW COMPLIANCE WITH FBC ACC
 CHAPTERS 2, 3 AND 6 PROVIDE PLAN AND ELEVATION DETAILS
 FOR NEW TOILET ROOM INDICATING THE FOLLOWING:
 ...A) THE WATER CLOSET SHALL BE POSITIONED WITH A WALL
 OR PARTITION TO THE REAR AND TO ONE SIDE. THE
 CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES
 MINIMUM TO 18 INCHES MAXIMUM FROM THE SIDE WALL OR
 PARTITION PER FBC ACC 604.2
 ...B) CLEARANCE AROUND A WATER CLOSET SHALL BE 60
 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE
 WALL AND 59 INCHES MINIMUM FOR FLOOR MOUNTED WATER
 CLOSETS MEASURED PERPENDICULAR FROM THE REAR WALL PER
 FBC ACC 604.3.1 AND 604.8.1.1.
 ...C) THE SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG
 MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM THE
 REAR WALL AND EXTENDING 54 INCHES MINIMUM FROM THE REAR
 WALL PER FBC ACC 604.5.1
 ...D) THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES
 MINIMUM ON THE OTHER SIDE PER FBC ACC 604.5.2
 ...E) FLUSH CONTROLS SHALL BE HAND OPERATED OR
 AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY
 WITH 309. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN
 SIDE OF THE WATER CLOSET PER FBC ACC 604.6
 ...F) TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4
 AND SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN
 FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF
 THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15
 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS PER FBC
 ACC 604.8.
 ...G) THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE
 FINISH FLOOR SHALL BE 17 INCHES MINIMUM AND 19 INCHES
 MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS SHALL
 NOT BE SPRUNG TO RETURN TO A LIFTED POSITION PER FBC
 ACC 604.4.
 ...H) PER FBC ACC 609.4, GRAB BARS SHALL BE INSTALLED
 IN A HORIZONTAL POSITION, 33 INCHES MINIMUM AND 36
 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE
 TOP (NOT THE CENTER) OF THE GRIPPING SURFACE.
 ...I) LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE
 FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34
 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND PER FBC
 ACC 606.3, ADDITIONALLY SHOW TOE AND KNEE CLEARANCE AS
 REQUIRED BY FBC ACC 306.2 AND 306.3
 ...J) PER FBC 606.5 EXPOSED PIPES AND SURFACES. WATER
 SUPPLY & DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE
 INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST
 CONTACT.
 ...K) MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS
 SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE
 REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES
 OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE
 OF THE REFLECTING SURFACE 35 INCHES MAXIMUM ABOVE THE
 FINISH FLOOR OR GROUND PER FBC ACC 603.3.
  
 3. PLAN SHEET A0.03/PLUMBING FIXTURES/TABLE 403.1 FBC
 PLUMBING: PER WPB FBC 107.2.1, PLEASE CONFIRM THAT THE
 PLUMBING FIXTURES, WHICH ARE ALREADY IN PLACE, IS NOT
 PART OF THE ORIGINAL CALCULATIONS FOR THE EXISTING
 RESTAURANT SPACE.
  
 4. PLAN SHEET P3.01/ WATER HEATER DETAIL: PRV AS PER
 PLUMBING LEGEND SYMBOLS AND ABBREVIATIONS APPEARS TO
 INDICATE A PRESSURE REDUCING VALVE; THE SYMBOL ITSELF
 DOES NOT MATCH. IT IS NOTED THAT THE PRV APPEARS NOT TO
 CONNECT TO THE WATER HEATER. PER WPB FBC 107.2.1,
 CLARIFY; IF THIS IS ACTUALLY A PRESSURE RELIEF VALVE
 THAT DISCHARGES TO THE ATMOSPHERE, PROVIDE A POINT OF
 TERMINATION.
  
 5. PER WPB FBC 107.2.1, PROVIDE MANUFACTURER'S
 SPECIFICATION/INSTALLATION MANUAL FOR THE WATER HEATER.
  
 6. GREASY WASTE: SEE BELOW.
 ...A) THE PLUMBING FIXTURES/EQUIPMENT FOR NEW WORK
 APPEARS TO SERVICE ONLY BEVERAGE CONSUMPTION AND DOES
 NOT SEEM TO INCORPORATE FOOD PREP. PER FBC PL 1003.2,
 WASTES THAT DO NOT REQUIRE TREATMENT OR SEPARATION
 SHALL NOT BE DISCHARGED INTO ANY INTERCEPTOR OR
 SEPARATOR. PER WPB FBC 107.2.1, INDICATE ANY EQUIPMENT
 THAT WILL ACTUALLY BE DISCHARGING GREASY WASTE OR OTHER
 SUBSTANCES HARMFUL OR HAZARDOUS TO THE PUBLIC SEWER,
 WHICH WOULD BE REQUIRED TO DISCHARGE TO AN INTERCEPTOR
 AS REQUIRED BY FBC PL 1003.1. ALL OTHER SHALL DISCHARGE
 DIRECTLY TO THE SANITARY.
 ...B) PER WPB FBC 107.2.1, PROVIDE THE CALCULATIONS FOR
 THE GREASY WASTE ADDED TO THE EXISTING SYSTEM. IT IS
 NOTED ON P2.03 THAT THE EXISTING SYSTEM FULL CAPACITY
 IS 6456 LBS OF GREASE AND THE EXISTING SYSTEM IS AT
 4630 LBS.
  
 7. PER WPB FBC 107.2.1, PROVIDE PLAN VIEW AND RISER
 DIAGRAM(S), CALCULATIONS FOR NEW STORM DRAINS AND
 CLARIFICATIONS AS TO HOW THE NEW ROOF DRAINAGE WILL
 INTEGRATE WITH THE EXISTING STORM WATER SYSTEM(S).
 INCLUDE ANY OVERFLOW, SECONDARY SYSTEMS THAT MAY BE
 REQUIRED. CLEARLY SHOW ALL PIPING, GUTTERS, SCUPPERS,
 DOWNSPOUTS. SHOW COMPLIANCE WITH FBC PL 1106.2 THROUGH
 1106.6 INCLUDING ALL TABLES.
  
 8. ALL COMPONENTS IN THE DOMESTIC WATER SYSTEM SHALL BE
 LEAD FREE IN ACCORDANCE WITH FBC PL 605.2 AND 605.2.1.
 PER WPB FBC 107.2.1, PROVIDE NOTE ON PLANS STATING THE
 SAME.
  
 9. PLAN SHEET P3.01: PER WPB FBC 107.2.1, PLUMBING
 FIXTURE SCHEDULE SHALL COMPLY WITH FLORIDA PLUMBING
 CODE 2020 7TH EDITION
  
 10. PER WPB FBC 107.2.1, PROVIDE A DETAIL FOR INDIRECT
 WASTE PIPING FROM SINKS, ICE MAKERS/BINS AND OTHER
 EQUIPMENT TO FLOOR SINK SHOWING COMPLIANCE WITH FBC PL
 802.1.5, 802.1.6 AND 802.1.7.
  
 11. PER FBC FL 1002.4.1, PROVIDE TRAP SEAL PROTECTION
 FOR THE FLOOR DRAIN. PER WPB FBC 107.2.1, PROVIDE A
 TRAP SEAL PROTECTION SPECIFICATION AND DETAIL COMPLYING
 WITH ONE OF THE FOLLOWING: FBC 1002.4.1.1, 1002.4.1.2,
 1002.4.1.3 OR 1002.4.1.4.
  
 12. PER WPB FBC 107.2.1, PROVIDE APPLICABLE RATED
 WALL/FLOOR DETAILS FOR PLUMBING PENETRATIONS COMPLYING
 WITH THE REQUIREMENTS OF FBC CHAPTER 7.
  
 END OF COMMENTS.
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS. ALL PLANS TO BE SIGNED
 AND SEALED BY THE DESIGNER AS REQUIRED BY FAC AND FS.
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER PX928
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 MOBILE 561-246-0882
 PLEASE NOTE THAT I TYPICALLY WORK ON TUESDAYS AND
 THURSDAYS
  
 22010966 185 BANYAN BLVD
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 5 Status P Date 2022-07-06 Cont ID  
Sent By jwitmer Date 2022-07-05 Time 09:00 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2022-06-28 Cont ID  
Sent By jwitmer Date 2022-06-28 Time 17:56 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2022-06-09 Cont ID  
Sent By jleahy Date 2022-06-09 Time 12:34 Rev Time 0.00
Received By jleahy Date 2022-06-09 Time 12:34 Sent To  
Notes
2022-05-17 16:40:41SIGNATURES FOR PLUMBING ARE VALID. JS
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2022-05-05 Cont ID  
Sent By jleahy Date 2022-05-05 Time 13:14 Rev Time 0.00
Received By jleahy Date 2022-05-05 Time 13:14 Sent To  
Notes
2022-04-20 16:52:58PLUMBING PLAN SHEET P-301 IS MISSING ELECTRONIC
 SIGNATURE; BALANCE OF PLUMBING PLANS HAVE VALID
 SIGNATURES.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2022-03-15 Cont ID  
Sent By jleahy Date 2022-03-15 Time 12:21 Rev Time 0.00
Received By jleahy Date 2022-03-15 Time 12:21 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2022-05-05 Cont ID  
Sent By aaponte Date 2022-05-05 Time 12:48 Rev Time 0.00
Received By aaponte Date 2022-05-05 Time 12:48 Sent To  
Notes
2022-05-05 12:48:36LOCATION SHALL BE OPERATED IN CONJUCTION WITH THE 1ST
 FLOOR RESTAURANT. IT CANNOT BE A BAR ONLY DUE TO ITS
 PROXIMITY TO THE SCHOOL AND CHURCH.
Review Stop Z ZONING
Rev No 1 Status P Date 2022-02-24 Cont ID  
Sent By aaponte Date 2022-02-24 Time 15:48 Rev Time 0.00
Received By aaponte Date 2022-02-24 Time 15:48 Sent To  
Notes
2022-02-24 15:51:21LOCATION SHALL BE OPERATED IN CONJUCTION WITH THE 1ST
 FLOOR RESTAURANT. IT CANNOT BE A BAR ONLY DUE TO ITS
 PROXIMITY TO THE SCHOOL AND CHURCH.


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