Plan Review Details - Permit 20010941
Plan Review Stops For Permit 20010941
Review Stop AD ADDRESSING
Rev No 2 Status P Date   Cont ID  
Sent By   Date 2020-06-01 Time   Rev Time 0.00
Received By cpuell Date 2020-06-01 Time 12:29 Sent To  
Notes
2020-06-01 12:30:26UNITS A,B&C MERGED TOGETHER IN THIS REMODEL GIVEN
 ADDRESS OF 5300 45TH ST. UNIT D TO REMAIN BUT GIVEN NEW
 ADDRESS OF 5250 45TH ST
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2020-05-28 Cont ID  
Sent By cpuell Date 2020-05-28 Time 15:12 Rev Time 0.00
Received By cpuell Date 2020-05-28 Time 15:12 Sent To  
Notes
2020-05-28 15:13:23PLEASE EMAIL [email protected] A SIGHPLAN SHOWING THE
 SUITES THAT THIS PROJECT ENCOMPASSES.
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 4 Status P Date 2020-07-10 Cont ID  
Sent By shill Date 2020-07-10 Time 08:50 Rev Time 0.00
Received By shill Date 2020-07-10 Time 08:50 Sent To  
Notes
***NONE***
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 3 Status F Date 2020-06-28 Cont ID  
Sent By jwitmer Date 2020-06-28 Time 15:31 Rev Time 0.00
Received By jwitmer Date 2020-06-28 Time 14:00 Sent To  
Notes
2020-06-28 15:31:07ASBESTOS COMMERCIAL. PLEASE PROVIDE A SIGNED
 ACKNOWLEDGEMENT FROM THE CONTRACTOR, ON LETTERHEAD,
 STATING THAT THE INSTRUCTIONS ON THE WEBSITE OF
 ASBESTOS PROGRAM COORDINATOR, FLORIDA DEPARTMENT OF
 HEALTH PALM BEACH COUNTY WILL BE FOLLOWED AND THAT
 NOTIFICATION WILL BE GIVEN TIMELY. ADDITIONAL
 INFORMATION REGARDING ASBESTOS REQUIREMENTS CAN BE
 FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN PDF
 FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE INCLUDE
 THE PERMIT NUMBER AND ?ASBESTOS? IN THE SUBJECT LINE.
  
  
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status F Date 2020-05-28 Cont ID  
Sent By jwitmer Date 2020-05-28 Time 11:01 Rev Time 0.00
Received By jwitmer Date 2020-05-28 Time 07:47 Sent To  
Notes
2020-05-28 11:01:33ASBESTOS COMMERCIAL. PLEASE PROVIDE A SIGNED
 ACKNOWLEDGEMENT FROM THE CONTRACTOR, ON LETTERHEAD,
 STATING THAT THE INSTRUCTIONS ON THE WEBSITE OF
 ASBESTOS PROGRAM COORDINATOR, FLORIDA DEPARTMENT OF
 HEALTH PALM BEACH COUNTY WILL BE FOLLOWED AND THAT
 NOTIFICATION WILL BE GIVEN TIMELY. ADDITIONAL
 INFORMATION REGARDING ASBESTOS REQUIREMENTS CAN BE
 FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN PDF
 FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE INCLUDE
 THE PERMIT NUMBER AND ?ASBESTOS? IN THE SUBJECT LINE.
  
  
  
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2020-02-24 Cont ID  
Sent By jwitmer Date 2020-02-24 Time 10:49 Rev Time 0.00
Received By jwitmer Date 2020-02-24 Time 10:48 Sent To  
Notes
2020-02-24 10:48:57ASBESTOS COMMERCIAL. 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 5 Status P Date 2020-08-10 Cont ID  
Sent By jwitmer Date 2020-08-10 Time 07:44 Rev Time 0.00
Received By jwitmer Date 2020-08-10 Time 07:29 Sent To  
Notes
2020-08-10 07:39:412017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20010941
 ADD: 5300 45TH ST.
 CONT: TBD / TO BE DETERMINED
 TEL: 856-6655 / CONTACT: NEYITA LEIVA
 E-MAIL: NEYITA@/PS01.NET
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION.
  
 2017 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.
  
 5TH REVIEW
 DATE: MON. AUGUST 10TH/ 2020
 ACTION: BUILDING PROVISOS
  
 1) BUILDING PROVISO: ONCE THE PROPOSED SITE IS
 ACQUIRED, THE DEVELOPER WILL CONTACT ADDRESSING TECH.
 CAROLINE PUELL TO NOTIFY ALL INTERESTED PARTIES
 (POLICE, FIRE, UTILITIES, PALM BEACH COUNTY ADDRESSING,
 U. S. MAIL ? OF THE CHANGE OF ADDRESS FOR THIS SITE.
  
 2) BUILDING PROVISO: A SEPARATE PERMIT IS REQUIRED FOR
 THE WALK IN COOLER/ FREEZER. SEPARATE REVIEW AND
 ASSOCIATED FEES.
  
 3) BUILDING PROVISO: REVISION REQUIRED. DRINKING
 FOUNTAINS. THE LAST TELEPHONE CONFERENCE CALL MEETING
 IT WAS DISCUSSED AND THE WRITTEN COMMENT RESPONSE
 INDICATES WING WALLS ARE TO BE ADDED FOR COMPLIANCE
 WITH PROTRUSION LIMITS. NOT FOUND ON THE UPDATED PLAN
 A2.0 AS NOTED. SHEET A2.1 THE ENLARGED RESTROOM DETAIL
 # 1 SHOWS THE HIGH/ LOW DRINKING FOUNTAINS AND REV.# 7
 BUT THERE IS NO ELEVATION VIEW TO INDICATE THE TYPE OF
 DRINKING FOUNTAIN AND COMPLIANCE WITH PROTRUDING
 OBJECTS AS FOUND ON SHEET A1.2. THE ISSUE, MAYBE WITH
 THE HIGH DRINKING FOUNTAIN IS A SKIRT MAYBE NEED TO BE
 ADDED TO THE BOTTOM OF THE ENCLOSURE FOR COMPLIANCE
 WITH PROTRUDING OBJECTS FROM THE WALL AND COMPLIANCE
 WITH THE 2017 FBC-ACCESSIBILITY CODE SECTION 307.2
 PROTRUSION LIMITS. OBJECTS WITH THE LEADING EDGE MORE
 THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE
 FINISH FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAXIMUM
 HORIZONTALLY INTO THE CIRCULATION PATH.
  
 4) BUILDING PROVISO: SHEET S201 SHOWS WELDED
 CONNECTIONS TO THE BAR JOIST, STIFFENERS, ADDITIONAL
 STEEL FRAMING AROUND NEW ROOF TOP OPENINGS. WELDED OR
 BOLTED 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. IN
 ACCORDANCE WITH THE AMERICAN WELDING SOCIETY.
 11A) 2017 FBC-B 2204.1 WELDING
 11B) 2017 FBC-B 2204.2 BOLTING.
 IF THERE IS ANY QUESTIONS ABOUT THE CODE REQUIREMENTS
 FOR THIS SECTION, PLEASE CONTACT THE CHIEF BUILDING
 INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU.
  
 5A)BUILDING PROVISO/ DEFERRED SUBMITTALS CODE
 COMPLIANCE SHEET & A6.0: 13) COMPONENTS & CLADDING .
 2017 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, WALL LOUVERS,
 (G) PRE-ENGINEERED A/C STANDS
  
 5B) 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.
  
 5C) IDENTIFY GLAZING/ MULLIONS. THE SUBMITTED PRODUCT
 APPROVALS THE ELEMENTS LISTED BELOW ARE NOT IDENTIFIED.
 PLEASE IDENTIFY ON THE PRODUCT APPROVAL BEFORE
 SUBMITTING TO DESIGNER OF RECORD AND BEFORE SUBMISSION
 TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS WITH
 GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT,
 TYPE OF GLAZING, MULLION SIZE, LENGTH IF UNREINFORCED
 OR REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND
 ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2017 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.
  
 5D) THE ROOF TOP A/C STAND PRODUCT APPROVALS, TO BE
 REVIEWED BY THE DESIGNER OF RECORD. PLEASE IDENTIFY THE
 FOLLOWING REQUIREMENTS CALCULATING THE AREA (SIDE VIEW)
 OF THE ROOF TOP COMPRESSORS, CONFIGURATION ON STAND,
 THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS,
 WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES,
 ANCHORS AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE
 STAND AND THE STAND TO THE ROOF. THE PRODUCT APPROVAL
 IS TO BE REVIEWED BY THE DESIGNER OF RECORD, APPROVED
 BEFORE SUBMISSION TO THE BUILDING DEPARTMENT.
  
 JAMES A. WITMER BN, PX, SFP & CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING 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 P Date 2020-06-28 Cont ID  
Sent By jwitmer Date 2020-06-28 Time 15:32 Rev Time 0.00
Received By jwitmer Date 2020-06-28 Time 14:00 Sent To  
Notes
2020-06-28 15:12:492017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20010941
 ADD: 5300 45TH ST.
 CONT: TBD / TO BE DETERMINED
 TEL: 856-6655 / CONTACT: NEYITA LEIVA
 E-MAIL: NEYITA@/PS01.NET
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION.
  
 2017 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.
  
 4TH REVIEW
 DATE: SUN. JUNE 28TH/ 2020
 ACTION: BUILDING PROVISOS
  
 1) BUILDING PROVISO: ONCE THE PROPOSED SITE IS
 ACQUIRED, THE DEVELOPER WILL CONTACT ADDRESSING TECH.
 CAROLINE PUELL TO NOTIFY ALL INTERESTED PARTIES
 (POLICE, FIRE, UTILITIES, PALM BEACH COUNTY ADDRESSING,
 U. S. MAIL ? OF THE CHANGE OF ADDRESS FOR THIS SITE.
  
 2) BUILDING PROVISO: A SEPARATE PERMIT IS REQUIRED FOR
 THE WALK IN COOLER/ FREEZER. SEPARATE REVIEW AND
 ASSOCIATED FEES.
  
 3) BUILDING PROVISO: REVISION REQUIRED. DRINKING
 FOUNTAINS. THE LAST TELEPHONE CONFERENCE CALL MEETING
 IT WAS DISCUSSED AND THE WRITTEN COMMENT RESPONSE
 INDICATES WING WALLS ARE TO BE ADDED FOR COMPLIANCE
 WITH PROTRUSION LIMITS. NOT FOUND ON THE UPDATED PLAN
 A2.0 AS NOTED. SHEET A2.1 THE ENLARGED RESTROOM DETAIL
 # 1 SHOWS THE HIGH/ LOW DRINKING FOUNTAINS AND REV.# 7
 BUT THERE IS NO ELEVATION VIEW TO INDICATE THE TYPE OF
 DRINKING FOUNTAIN AND COMPLIANCE WITH PROTRUDING
 OBJECTS AS FOUND ON SHEET A1.2. THE ISSUE, MAYBE WITH
 THE HIGH DRINKING FOUNTAIN IS A SKIRT MAYBE NEED TO BE
 ADDED TO THE BOTTOM OF THE ENCLOSURE FOR COMPLIANCE
 WITH PROTRUDING OBJECTS FROM THE WALL AND COMPLIANCE
 WITH THE 2017 FBC-ACCESSIBILITY CODE SECTION 307.2
 PROTRUSION LIMITS. OBJECTS WITH THE LEADING EDGE MORE
 THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE
 FINISH FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAXIMUM
 HORIZONTALLY INTO THE CIRCULATION PATH.
  
 4) BUILDING PROVISO: SHEET S201 SHOWS WELDED
 CONNECTIONS TO THE BAR JOIST, STIFFENERS, ADDITIONAL
 STEEL FRAMING AROUND NEW ROOF TOP OPENINGS. WELDED OR
 BOLTED 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. IN
 ACCORDANCE WITH THE AMERICAN WELDING SOCIETY.
 11A) 2017 FBC-B 2204.1 WELDING
 11B) 2017 FBC-B 2204.2 BOLTING.
 IF THERE IS ANY QUESTIONS ABOUT THE CODE REQUIREMENTS
 FOR THIS SECTION, PLEASE CONTACT THE CHIEF BUILDING
 INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU.
  
 5A)BUILDING PROVISO/ DEFERRED SUBMITTALS CODE
 COMPLIANCE SHEET & A6.0: 13) COMPONENTS & CLADDING .
 2017 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, WALL LOUVERS,
 (G) PRE-ENGINEERED A/C STANDS
  
 5B) 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.
  
 5C) IDENTIFY GLAZING/ MULLIONS. THE SUBMITTED PRODUCT
 APPROVALS THE ELEMENTS LISTED BELOW ARE NOT IDENTIFIED.
 PLEASE IDENTIFY ON THE PRODUCT APPROVAL BEFORE
 SUBMITTING TO DESIGNER OF RECORD AND BEFORE SUBMISSION
 TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS WITH
 GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT,
 TYPE OF GLAZING, MULLION SIZE, LENGTH IF UNREINFORCED
 OR REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND
 ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2017 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.
  
 5D) THE ROOF TOP A/C STAND PRODUCT APPROVALS, TO BE
 REVIEWED BY THE DESIGNER OF RECORD. PLEASE IDENTIFY THE
 FOLLOWING REQUIREMENTS CALCULATING THE AREA (SIDE VIEW)
 OF THE ROOF TOP COMPRESSORS, CONFIGURATION ON STAND,
 THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS,
 WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES,
 ANCHORS AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE
 STAND AND THE STAND TO THE ROOF. THE PRODUCT APPROVAL
 IS TO BE REVIEWED BY THE DESIGNER OF RECORD, APPROVED
 BEFORE SUBMISSION TO THE BUILDING DEPARTMENT.
  
 JAMES A. WITMER BN, PX, SFP & CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING 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 2020-05-28 Cont ID  
Sent By jwitmer Date 2020-05-28 Time 11:00 Rev Time 0.00
Received By jwitmer Date 2020-05-28 Time 07:46 Sent To  
Notes
2020-05-28 10:38:512017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20010941
 ADD: 5300 45TH ST.
 CONT: TBD / TO BE DETERMINED
 TEL: 856-6655 / CONTACT: NEYITA LEIVA
 E-MAIL: NEYITA@/PS01.NET
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION.
  
 2017 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: THURS. MAY 28TH/ 2020
 ACTION: DENIED
  
 1) 3RD ROUND OF COMMENTS. THE PERMIT APPLICATION
 INDICATES THE ADDRESS AS 5300 45TH ST. AND WITHIN THE
 TITLEBLOCK (61G1-16.004 TITLE BLOCK. ARCHITECT). WHEN
 VIEWING THIS ADDRESS ON GOOGLE MAPS THERE APPEARS TO BE
 4 TENANTS A-D. THE DEMOLITION PLAN IT WOULD APPEAR THE
 EXISTING TIRE SHOP IS GOING TO REMAIN. HOW WILL THE
 TENANT ADDRESSES BE IDENTIFIED?
 2017 FBC-B 501.2 ADDRESS IDENTIFICATION. NEW AND
 EXISTING BUILDINGS SHALL BE PROVIDED WITH APPROVED
 ADDRESS IDENTIFICATION.
 E-MAILED CAROLINE PUELL WEST PALM BEACH CITY ADDRESSING
 FOR TENANT ADDRESS FOR THIS PROJECT.
  
 2) COMPLIED.
  
 3A) 3RD ROUND OF COMMENTS. SHEET A0.1 CODE COMPLIANCE
 INFORMATION SHEET AND SHEET A1.5 THE EGRESS PLAN BOTH
 SHOW MERCANTILE AND THE SALES AREAS WITHIN THE TENANT
 SPACE TAKING THE OCCUPANT LOAD FACTOR @ 30 SQ. FEET PER
 OCCUPANT.
 PLEASE REVIEW THE 2017 FBC-B TABLE 1004.1.2. THE
 MERCANTILE OCCUPANT LOAD FACTOR IS TAKEN AT 60 SQ. FT.
 / OCCUPANT THIS WAS CHANGED IN THE 2017 FBC-B CODE.
  
 3B COMPLIED.
  
 4A) COMPLIED.
  
 4B) 3RD2ND ROUND OF COMMENTS. SHEET A1.3 THE
 ARCHITECTURAL SITE PLAN SHOWS THE ACCESS AISLE BETWEEN
 THE ACCESSIBLE PARKING SPACES BUT THE PLANS DO NOT
 INDICATE HOW THE TRANSITION (DROPPED CURB/ CURB CUT) IS
 MADE BETWEEN THE SIDEWALK AND ACCESS AISLE. 2017
 FBC-ACCESSIBILITY CODE SECTION 406 CURB RAMPS. THE
 ACCESSIBILITY DETAIL SHEET DOES NOT PROVIDE CODE
 COMPLIANCE IN ANY OF THE DETAILS, NEITHER.NOTE 45
 INDICATES EXISTING RAMP TO REMAIN. I SPOKE WITH THE
 DESIGNER OF RECORD THIS MORNING ABOUT THIS ISSUE AND
 COMPLIANCE WITH THE 2017 FBC-ACCESSIBILITY AND
 DISPROPORTIONATE COST.
 DISPROPORTIONATE COST. PLEASE REVIEW HOW YOU ARE TO
 MEET DISPROPORTIONATE COST. EITHER THE CONTRACTOR OR
 THE DESIGNER OF RECORD ON THEIR LETTERHEAD ARE TO
 PROVIDE ON THEIR LETTERHEAD HOW THEY ARE GOING TO SPEND
 THE 20% DISPROPORTIONATE FUNDS IN THE ORDER LISTED IN
 SECTION 202.4.1 2017 FBC-ACCESSIBILITY CODE.
  
 4C-D) COMPLIED.
  
 5) 3RD ROUND OF COMMENTS. THE EGRESS SHEET A1.5 SHOWS A
 NEW (1) # 108 BACK STOCK ROOM COOLER, (2) 109 BEER CAVE
 & (3) COOLER VAUL. THEIR COMBINED / AGGREGATE FLOOR
 AREA IS GREATER THAN 400 SQUARE FEET. PLEASE BE AWARE
 OF SECTION 2603.4.1.3. THAT LIMITS THE AGGREGATE AREA
 OF WALK IN COOLERS TO 400 SQ. FT. IN NON-SPRINKLERED
 BUILDINGS. PLEASE BE AWARE THERE ARE OTHER CRITERIA
 THAT HAS TO BE PROVIDED AS WELL. A SEPARATE PERMIT
 REVIEW AND ASSOCIATED FEES WILL BE REQUIRED.
  
 6) COMPLIED.
  
 7) 3RD ROUND OF COMMENTS. SHEET A2.4, M1.1 & S102 ROOF
 PLANS ALL SHOW NEW ROOF TOP EQUIPMENT IN DIFFERENT
 AREAS OF THE ROOF. SHEET A2.4 SHOWS THE CONDENSER # 221
 WITHIN 10 FEET OF THE ROOF EDGE WITH NOTE 14 INDICATES
 PROVIDE A NON-PENETRATING FOLDABLE ROOF GUARD AS SHOWN
 INSTALL PER MANUFACTURERS RECOMENDATIONS.
 PROVIDE THE MANUFACTURERS TESTING FOR COMPLIANCE WITH
 THE 2017 FBC-B SECTIONS:
 1607.8.1
 1607.8.1.1
 1607.8.2
 PLEASE SHOW COMPLIANCE WITH THE 2017 FBC-B: 2017 FBC-B
 1013.6 MECHANICAL EQUIPMENT. GUARDS SHALL BE PROVIDED
 WHERE APPLIANCES, EQUIPMENT, FANS, ROOF HATCH OPENINGS
 OR OTHER COMPONENTS THAT REQUIRE SERVICE ARE LOCATED
 WITHIN 10 FEET (3048 MM) OF A ROOF EDGE OR OPEN SIDE OF
 A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED
 MORE THAN 30 INCHES ABOVE THE FLOOR, ROOF OR GRADE
 BELOW. THE GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT
 THE PASSAGE OF A SPHERE 21 INCHES IN DIAMETER. THE
 GUARD SHALL EXTEND NOT LESS THAN 30 INCHES BEYOND EACH
 END OF SUCH APPLIANCE, EQUIPMENT, FAN OR COMPONENT.
  
 8-10) COMPLIED.
  
 11)BUILDING PROVISO: SHEET S201 SHOWS WELDED
 CONNECTIONS TO THE BAR JOIST, STIFFENERS, ADDITIONAL
 STEEL FRAMING AROUND NEW ROOF TOP OPENINGS. WELDED OR
 BOLTED 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. IN
 ACCORDANCE WITH THE AMERICAN WELDING SOCIETY.
 11A) 2017 FBC-B 2204.1 WELDING
 11B) 2017 FBC-B 2204.2 BOLTING.
 IF THERE IS ANY QUESTIONS ABOUT THE CODE REQUIREMENTS
 FOR THIS SECTION, PLEASE CONTACT THE CHIEF BUILDING
 INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU.
  
 12) COMPLIED. NO ACTION REQUIRED. SHEET S001 PROVIDES
 THE WIND DESIGN CRITERIA AND ASSOCIATED PRESSURES,
 WHICH ARE CORRECT.
  
 13) BUILDING PROVISO/ DEFERRED SUBMITTALS. COMPONENTS &
 CLADDING . 2017 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, WALL LOUVERS,
 (G) PRE-ENGINEERED A/C STANDS
  
 14) BUILDING PROVISO/ W. P. B. 107.3.4.1 PRODUCT
 APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED BY THE
 DCA RULE 9N-03 SHALL BE REVIEWED AND APPROVED IN
 WRITING 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..
  
 15) BUILDING PROVISO/ 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.
  
 16) BUILDING PROVISO/ IDENTIFY GLAZING/ MULLIONS. THE
 SUBMITTED PRODUCT APPROVALS THE ELEMENTS LISTED BELOW
 ARE NOT IDENTIFIED. PLEASE IDENTIFY ON THE PRODUCT
 APPROVAL BEFORE SUBMITTING TO DESIGNER OF RECORD AND
 BEFORE SUBMISSION TO THE BUILDING DEPARTMENT. FOR ALL
 PRODUCTS WITH GLAZING, PLEASE IDENTIFY THE OPENING
 WIDTH & HEIGHT, TYPE OF GLAZING, MULLION SIZE, LENGTH
 IF UNREINFORCED OR REINFORCED INFORMATION IF REQUIRED,
 ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING
 SIZE. 2017 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.
  
 17) 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.
  
 JAMES A. WITMER BN, PX, SFP & CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING 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 2020-05-03 Cont ID  
Sent By jwitmer Date 2020-05-03 Time 15:55 Rev Time 0.00
Received By jwitmer Date 2020-04-27 Time 16:00 Sent To  
Notes
2020-05-03 15:55:322017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20010941
 ADD: 5300 45TH ST.
 CONT: TBD / TO BE DETERMINED
 TEL: 856-6655 / CONTACT: NEYITA LEIVA
 E-MAIL: NEYITA@/PS01.NET
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION.
  
 2017 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: MON.4/27---SUN. MAY 03RD 2020
 ACTION: DENIED
  
 NOTICE : 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.
  
  
 THRE
  
 IN THE 2ND SUBMISSION THERE WAS NO BUILDING RESONSE
 COMMENTS WITHIN THE FOLDER. ON 4/27 I E-MAILED THE
 CONTACT PERSON AT [email protected] THERE WERE NO
 BUILDING RESPONSE COMMENTS. TODAY 5/03 I FINISHED THE
 REVIEW WITH NO COMMENT RESPONSE SHEET WHERE THE COMMENT
 RESPONSES COULD BE FOUND.
  
 1) 2ND ROUND OF COMMENTS. THE PERMIT APPLICATION
 INDICATES THE ADDRESS AS 5300 45TH ST. AND WITHIN THE
 TITLEBLOCK. WHEN VIEWING THIS ADDRESS ON GOOGLE MAPS
 THERE APPEARS TO BE 4 TENANTS A-D. THE DEMOLITION PLAN
 IT WOULD APPEAR THE EXISTING TIRE SHOP IS GOING TO
 REMAIN. HOW WILL THE TENANT ADDRESSES BE IDENTIFIED?
 2017 FBC-B 501.2 ADDRESS IDENTIFICATION. NEW AND
 EXISTING BUILDINGS SHALL BE PROVIDED WITH APPROVED
 ADDRESS IDENTIFICATION.
  
 2) 2ND ROUND OF COMMENTS. THE DEMOLITION SHEET A1.7
 SHOWS INTERIOR TENANT SEPARATION WALLS BEING REMOVED
 BUT THE NOTE TAG # 22 INDICATES THIS IS AN EXISTING
 GREASE TRAP TO REMAIN. 107.2.1.2 ADDITIONAL INFORMATION
 IS REQUIRED, IT APPEARS THERE IS A TYPO. AN EXISTING
 GREASE TRAP IS NOTED ON THE PLANS BUT NOT SHOWN.
  
 3A) 2ND ROUND OF COMMENTS. SHEET A0.1 CODE COMPLIANCE
 INFORMATION SHEET AND SHEET A1.5 THE EGRESS PLAN BOTH
 SHOW MERCANTILE AND THE SALES AREAS WITHIN THE TENANT
 SPACE TAKING THE OCCUPANT LOAD FACTOR @ 30 SQ. FEET PER
 OCCUPANT.
 PLEASE REVIEW THE 2017 FBC-B TABLE 1004.1.2. THE
 MERCANTILE OCCUPANT LOAD FACTOR IS TAKEN AT 60 SQ. FT.
 / OCCUPANT THIS WAS CHANGED IN THE 2017 FBC-B CODE.
  
 3B)2ND ROUND OF COMMENTS. WITH THE REVISED OCCUPANT
 LOAD OF 50 THE TENANT SPACE WOULD STILL REQUIRE 2 EXITS
 FOR THE PUBLIC, NOT THROUGH THE STOREROOM.
  
 2017 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF
 EGRESS SHALL COMPLY WITH SECTION 1003.2.13 OF THE
 INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001
 SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL
 BUILDING CODE (2003 EDITION).
 2003 IBC-B 1007.1 WHERE MORE THAN ONE MEANS OF EGRESS
 IS REQUIRED BY SECTIONS 1014.1 OR 1018.1 FROM ANY
 ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE
 SHALL BE SERVED BY NOT LESS THAN TWO MEANS OF EGRESS.
 IS THE BACK EGRESS DOOR HAVE A LANDING THAT IS AT GRADE
 AND LEAD TO THE PUBLIC WAY? SEE THE 2017 FBC-B 1028.5
 ACCESS TO THE PUBLIC WAY.
  
 4A) 2ND ROUND OF COMMENTS. SHEET A1.3 THE ARCHITECTURAL
 SITE PLAN SHOWS 2 ACCESSIBLE PARKING SPACES 18 & 19 BUT
 THE PLANS DO NOT SHOW COMPLIANCE WITH THE CITY STANDARD
 OF DOUBLE LINED STRIPES AND COMPLIANCE WITH THE CITY OF
 WEST PALM BEACH ACCESSIBLE PARKING STANDARD. AN
 ACCESSIBLE PARKING SPACE AND ACCESS AISLE, PLEASE SEE
 THE 2017 FBC-ACCESSIBILITY CODE 502.3.3 MARKING. ACCESS
 AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN
 THEM. THE ACCESS AISLE MUST BE STRIPED DIAGONALLY TO
 DESIGNATE IT AS A NO-PARKING ZONE.
  
 ADVISORY 502.3.3 MARKING. THE METHOD AND COLOR OF
 MARKING ARE NOT SPECIFIED BY THESE REQUIREMENTS BUT MAY
 BE ADDRESSED BY STATE OR LOCAL LAWS OR REGULATIONS.
 BECAUSE THESE REQUIREMENTS PERMIT THE VAN ACCESS AISLE
 TO BE AS WIDE AS A PARKING SPACE, IT IS IMPORTANT THAT
 THE AISLE BE CLEARLY MARKED. FLORIDA
 LAW, S.553.5041(5)(C)1., REQUIRES DIAGONAL STRIPING OF
 ACCESS AISLES.
 THE CITY OF W. P. B. MUNI CODE ARTICLE XV 94-485
 PARKING PROVIDES A DOUBLE LINED DIMENSIONED PARKING
 STALL DETAIL.
  
 4B) 2ND ROUND OF COMMENTS. SHEET A1.3 THE ARCHITECTURAL
 SITE PLAN SHOWS THE ACCESS AISLE BETWEEN THE ACCESSIBLE
 PARKING SPACES BUT THE PLANS DO NOT INDICATE HOW THE
 TRANSITION (DROPPED CURB/ CURB CUT) IS MADE BETWEEN THE
 SIDEWALK AND ACCESS AISLE. 2017 FBC-ACCESSIBILITY CODE
 SECTION 406 CURB RAMPS. THE ACCESSIBILITY DETAIL SHEET
 DOES NOT PROVIDE CODE COMPLIANCE IN ANY OF THE DETAILS,
 NEITHER.
  
 4C) 2ND ROUND OF COMMENTS. SHEET A1.3 THE ARCHITECTURAL
 SITE PLAN SHOWS 2 PARKING SPACES IN THE FRONT OF THE
 BUILDING WITH AN ASTERISK SIGN AND 6 BEHIND THE
 BUILDING IN BOTH CASES KEYNOTE # 4 IS SHOWN AND THE
 COMMENT PARKING REFER TO THE CIVIL SHEETS. THEY ARE NOT
 PART OF THIS SET OF PLANS. ADDITIONAL INFORMATION IS
 REQUIRED. 107.2.1.2.
  
 4D) 2ND ROUND OF COMMENTS. IN THE SITE PLAN THE CANOPY
 AND GAS PUMPS ARE SHOWN, ARE THE EXISTING PUMPS AND
 CANOPY GOING TO BE REUSED, OR ARE THEY BEING DEMOLISHED
 AND NEW PUMPS AND CANOPY GOING TO BE SUBMITTED UNDER
 SEPARATE PERMITS WITH ASSOCIATED REVIEW AND FEES.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 5) 2ND ROUND OF COMMENTS. THE EGRESS SHEET A1.5 SHOWS A
 NEW COOLER VAULT AND BEER CAVE. THEIR COMBINED /
 AGGREGATE FLOOR AREA IS 458 SQ. FT. EXTERIOR OF COOLER
 AND 423 SQ. FT. ON THE INTERIOR SIDE OF THE NEW COOLER
 AND BEER CAVE. PLEASE BE AWARE OF SECTION 2603.4.1.3.
 THAT LIMITS THE AGGREGATE AREA OF WALK IN COOLERS TO
 400 SQ. FT. IN NON-SPRINKLERED BUILDINGS. PLEASE BE
 AWARE THERE ARE OTHER CRITERIA THAT HAS TO BE PROVIDED
 AS WELL. A SEPARATE PERMIT REVIEW AND ASSOCIATED FEES
 WILL BE REQUIRED.
  
 6) 2ND ROUND OF COMMENTS. SHEET A2.1 THE ENLARGED
 RESTROOM DETAIL # 1 SHOWS THE HIGH/ LOW DRINKING
 FOUNTAINS BUT THERE IS NO ELEVATION VIEW TO INDICATE
 THE TYPE OF DRINKING FOUNTAIN AND COMPLIANCE WITH
 PROTRUDING OBJECTS AS FOUND ON SHEET A1.2. THE ISSUE,
 MAYBE WITH THE HIGH DRINKING FOUNTAIN IS A SKIRT MAYBE
 NEED TO BE ADDED TO THE BOTTOM OF THE ENCLOSURE FOR
 COMPLIANCE WITH PROTRUDING OBJECTS FROM THE WALL AND
 COMPLIANCE WITH THE 2017 FBC-ACCESSIBILITY CODE SECTION
 307.2 PROTRUSION LIMITS. OBJECTS WITH THE LEADING EDGE
 MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE
 THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4 INCHES
 MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH.
  
 7)2ND ROUND OF COMMENTS. SHEET A2.4, M1.1 & S102 ROOF
 PLANS ALL SHOW NEW ROOF TOP EQUIPMENT. SHEET M1.1 SHOWS
 THE BEER CAVE BACKSTOCK CONDENSER WITHIN 10 FEET OF THE
 ROOF EDGE.
 PLEASE SHOW COMPLIANCE WITH THE 2017 FBC-B:
 2017 FBC-B 1013.6 MECHANICAL EQUIPMENT. GUARDS SHALL BE
 PROVIDED WHERE APPLIANCES, EQUIPMENT, FANS, ROOF HATCH
 OPENINGS OR OTHER COMPONENTS THAT REQUIRE SERVICE ARE
 LOCATED WITHIN 10 FEET (3048 MM) OF A ROOF EDGE OR OPEN
 SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS
 LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR, ROOF OR
 GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO AS TO
 PREVENT THE PASSAGE OF A SPHERE 21 INCHES IN DIAMETER.
 THE GUARD SHALL EXTEND NOT LESS THAN 30 INCHES BEYOND
 EACH END OF SUCH APPLIANCE, EQUIPMENT, FAN OR
 COMPONENT.
  
 8) 2ND ROUND OF COMMENTS. THE PLANS ELEVATIONS WILL
 NEED TO SHOW HOW COMPLIANCE WITH SECTION 2017 FBC-M
 306.5. EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED
 STRUCTURES. WHERE EQUIPMENT REQUIRING ACCESS OR
 APPLIANCES ARE LOCATED ON AN ELEVATED STRUCTURE OR ROOF
 OF A BUILDING SUCH AS PERSONNEL WILL HAVE TO CLIMB
 HIGHER THAN 16 FEET ABOVE GRADE TO ACCESS SUCH
 EQUIPMENT OR APPLIANCES, AN INTERIOR OR EXTERIOR MEANS
 OF EGRESS SHALL BE PROVIDED.
  
 9) 2ND ROUND OF COMMENTS. SHEETS A2.4 & M1.1 WILL NEED
 TO SHOW COMPLIANCE FOR ROOF TOP A/C CONDENSER STANDS
 WITH COMPLIANCE WHERE ROOFING MATERIALS EXTEND BENEATH
 THE UNIT, ON RAISED EQUIPMENT SUPPORTS PROVIDING A
 MINIMUM CLEARANCE HEIGHT IN ACCORDANCE WITH TABLE
 1510.10 OF THE 2017 FBC-B.
  
 10) 2ND ROUND OF COMMENTS. ROOF TOP CONDENSING STANDS
 WILL NEED TO BE REVIEWED BY THE DESIGNER OF RECORD.
 PLEASE IDENTIFY THE FOLLOWING REQUIREMENTS CALCULATING
 THE AREA (SIDE VIEW) OF THE ROOF TOP COMPRESSORS,
 CONFIGURATION ON STAND, THE MEAN ROOF HEIGHT OF THE
 STAND AND COMPRESSORS, WEIGHT, CIRCLED THE DESIGN
 PARAMETERS IN THE TABLES, ANCHORS AND UPLIFT VERSES
 MOMENT FOR THE UNIT TO THE STAND AND THE STAND TO THE
 ROOF. THE PRODUCT APPROVAL IS TO BE REVIEWED BY THE
 DESIGNER OF RECORD, APPROVED BEFORE SUBMISSION TO THE
 BUILDING DEPARTMENT.
 LATERAL FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP
 EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
 2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 11) 2ND REQUEST. THE STRUCTURAL ENGINEER HAS A THROUGH
 THE ROOF HVAC DETAIL FOR THE RE-ENFORCING OF THE CUT
 HOLE THROUGH THE ROOF. THE ARCHITECT NOW HAS A DETAIL
 ON SHEET A2.4 SHOWING A SIMILAR DETAIL BUT ANCHORING
 THE NEW ROOF TOP CURB ONLY THROUGH THE B METAL DECK AND
 NOT TRANSFERRING THE LOADS TO BE RESISTED TO THE BAR
 JOIST PART OF THE MWFRS (PART OF THE MAIN WIND FORCE
 RESISTING SYSTEM). WHO IS GOING TO WITHDRAW THEIR
 DETAIL? THE ONLY ISSUE I HAD IS THE BELOW IS A NOTICE
 FOR THE CONTRACTOR TO HAVE FIELD WELDED STEEL
 CONNECTIONS, TO HAVE A COPY OF THE WIELDERS
 CERTIFICATIONS ON HAND AT TIME OF INSPECTION.
  
 NOTICE ONLY.SHEET S201 SHOWS WELDED CONNECTIONS TO THE
 BAR JOIST, STIFFENERS, ADDITIONAL STEEL FRAMING AROUND
 NEW ROOF TOP OPENINGS. WELDED OR BOLTED 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. IN ACCORDANCE WITH THE
 AMERICAN WELDING SOCIETY.
 11A) 2017 FBC-B 2204.1 WELDING
 11B) 2017 FBC-B 2204.2 BOLTING.
 IF THERE IS ANY QUESTIONS ABOUT THE CODE REQUIREMENTS
 FOR THIS SECTION, PLEASE CONTACT THE CHIEF BUILDING
 INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU.
  
 12) NO ACTION REQUIRED. SHEET S001 PROVIDES THE WIND
 DESIGN CRITERIA AND ASSOCIATED PRESSURES, WHICH ARE
 CORRECT.
  
 13) COMPONENTS & CLADDING . 2017 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
 ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/
 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, WALL LOUVERS,
 (G) PRE-ENGINEERED A/C STANDS
  
 14) W. P. B. 107.3.4.1 PRODUCT APPROVALS. THOSE
 PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03
 SHALL BE REVIEWED AND APPROVED IN WRITING 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..
  
 15) 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.
  
 16) IDENTIFY GLAZING/ MULLIONS. THE SUBMITTED PRODUCT
 APPROVALS THE ELEMENTS LISTED BELOW ARE NOT IDENTIFIED.
 PLEASE IDENTIFY ON THE PRODUCT APPROVAL BEFORE
 SUBMITTING TO DESIGNER OF RECORD AND BEFORE SUBMISSION
 TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS WITH
 GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT,
 TYPE OF GLAZING, MULLION SIZE, LENGTH IF UNREINFORCED
 OR REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND
 ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2017 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.
  
 17) 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.
  
 JAMES A. WITMER BN, PX, SFP & CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING 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 2020-02-24 Cont ID  
Sent By jwitmer Date 2020-02-24 Time 14:20 Rev Time 0.00
Received By jwitmer Date 2020-02-24 Time 10:48 Sent To  
Notes
2020-02-24 14:20:192017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20010941
 ADD: 5300 45TH ST.
 CONT: TBD / TO BE DETERMINED
 TEL: 856-6655 / CONTACT: NEYITA LEIVA
 E-MAIL: NEYITA@/PS01.NET
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION.
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: MON. FEB. 24TH/ 2020
 ACTION: DENIED
  
 1) THE PERMIT APPLICATION INDICATES THE ADDRESS AS 5300
 45TH ST. AND WITHIN THE TITLEBLOCK. WHEN VIEWING THIS
 ADDRESS ON GOOGLE MAPS THERE APPEARS TO BE 4 TENANTS
 A-D. THE DEMOLITION PLAN IT WOULD APPEAR THE EXISTING
 TIRE SHOP IS GOING TO REMAIN. HOW WILL THE TENANT
 ADDRESSES BE IDENTIFIED?
 2017 FBC-B 501.2 ADDRESS IDENTIFICATION. NEW AND
 EXISTING BUILDINGS SHALL BE PROVIDED WITH APPROVED
 ADDRESS IDENTIFICATION.
  
 2) THE DEMOLITION SHEET A1.7 SHOWS INTERIOR TENANT
 SEPARATION WALLS BEING REMOVED BUT THE NOTE TAG # 22
 INDICATES THIS IS AN EXISTING GREASE TRAP TO REMAIN.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED, IT
 APPEARS THERE IS A TYPO. AN EXISTING GREASE TRAP IS
 NOTED ON THE PLANS BUT NOT SHOWN.
  
 3A) SHEET A0.1 CODE COMPLIANCE INFORMATION SHEET AND
 SHEET A1.5 THE EGRESS PLAN BOTH SHOW MERCANTILE AND THE
 SALES AREAS WITHIN THE TENANT SPACE TAKING THE OCCUPANT
 LOAD FACTOR @ 30 SQ. FEET PER OCCUPANT.
 PLEASE REVIEW THE 2017 FBC-B TABLE 1004.1.2. THE
 MERCANTILE OCCUPANT LOAD FACTOR IS TAKEN AT 60 SQ. FT.
 / OCCUPANT THIS WAS CHANGED IN THE 2017 FBC-B CODE.
  
 3B) WITH THE REVISED OCCUPANT LOAD OF 50 THE TENANT
 SPACE WOULD STILL REQUIRE 2 EXITS FOR THE PUBLIC, NOT
 THROUGH THE STOREROOM.
  
 2017 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF
 EGRESS SHALL COMPLY WITH SECTION 1003.2.13 OF THE
 INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001
 SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL
 BUILDING CODE (2003 EDITION).
 2003 IBC-B 1007.1 WHERE MORE THAN ONE MEANS OF EGRESS
 IS REQUIRED BY SECTIONS 1014.1 OR 1018.1 FROM ANY
 ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE
 SHALL BE SERVED BY NOT LESS THAN TWO MEANS OF EGRESS.
 IS THE BACK EGRESS DOOR HAVE A LANDING THAT IS AT GRADE
 AND LEAD TO THE PUBLIC WAY? SEE THE 2017 FBC-B 1028.5
 ACCESS TO THE PUBLIC WAY.
  
 4A) SHEET A1.3 THE ARCHITECTURAL SITE PLAN SHOWS 2
 ACCESSIBLE PARKING SPACES 18 & 19 BUT THE PLANS DO NOT
 SHOW COMPLIANCE WITH THE CITY STANDARD OF DOUBLE LINED
 STRIPES AND COMPLIANCE WITH THE CITY OF WEST PALM BEACH
 ACCESSIBLE PARKING STANDARD. AN ACCESSIBLE PARKING
 SPACE AND ACCESS AISLE, PLEASE SEE THE 2017
 FBC-ACCESSIBILITY CODE 502.3.3 MARKING. ACCESS AISLES
 SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM.
 THE ACCESS AISLE MUST BE STRIPED DIAGONALLY TO
 DESIGNATE IT AS A NO-PARKING ZONE.
  
 ADVISORY 502.3.3 MARKING. THE METHOD AND COLOR OF
 MARKING ARE NOT SPECIFIED BY THESE REQUIREMENTS BUT MAY
 BE ADDRESSED BY STATE OR LOCAL LAWS OR REGULATIONS.
 BECAUSE THESE REQUIREMENTS PERMIT THE VAN ACCESS AISLE
 TO BE AS WIDE AS A PARKING SPACE, IT IS IMPORTANT THAT
 THE AISLE BE CLEARLY MARKED. FLORIDA
 LAW, S.553.5041(5)(C)1., REQUIRES DIAGONAL STRIPING OF
 ACCESS AISLES.
 THE CITY OF W. P. B. MUNI CODE ARTICLE XV 94-485
 PARKING PROVIDES A DOUBLE LINED DIMENSIONED PARKING
 STALL DETAIL.
  
 4B) SHEET A1.3 THE ARCHITECTURAL SITE PLAN SHOWS THE
 ACCESS AISLE BETWEEN THE ACCESSIBLE PARKING SPACES BUT
 THE PLANS DO NOT INDICATE HOW THE TRANSITION (DROPPED
 CURB/ CURB CUT) IS MADE BETWEEN THE SIDEWALK AND ACCESS
 AISLE. 2017 FBC-ACCESSIBILITY CODE SECTION 406 CURB
 RAMPS. THE ACCESSIBILITY DETAIL SHEET DOES NOT PROVIDE
 CODE COMPLIANCE IN ANY OF THE DETAILS, NEITHER.
  
 4C) SHEET A1.3 THE ARCHITECTURAL SITE PLAN SHOWS 2
 PARKING SPACES IN THE FRONT OF THE BUILDING WITH AN
 ASTERISK SIGN AND 6 BEHIND THE BUILDING IN BOTH CASES
 KEYNOTE # 4 IS SHOWN AND THE COMMENT PARKING REFER TO
 THE CIVIL SHEETS. THEY ARE NOT PART OF THIS SET OF
 PLANS. ADDITIONAL INFORMATION IS REQUIRED. 107.2.1.2.
  
 4D) IN THE SITE PLAN THE CANOPY AND GAS PUMPS ARE
 SHOWN, ARE THE EXISTING PUMPS AND CANOPY GOING TO BE
 REUSED, OR ARE THEY BEING DEMOLISHED AND NEW PUMPS AND
 CANOPY GOING TO BE SUBMITTED UNDER SEPARATE PERMITS
 WITH ASSOCIATED REVIEW AND FEES. 107.2.1.2 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 5) THE EGRESS SHEET A1.5 SHOWS A NEW COOLER VAULT AND
 BEER CAVE. THEIR COMBINED / AGGREGATE FLOOR AREA IS 458
 SQ. FT. EXTERIOR OF COOLER AND 423 SQ. FT. ON THE
 INTERIOR SIDE OF THE NEW COOLER AND BEER CAVE. PLEASE
 BE AWARE OF SECTION 2603.4.1.3. THAT LIMITS THE
 AGGREGATE AREA OF WALK IN COOLERS TO 400 SQ. FT. IN
 NON-SPRINKLERED BUILDINGS. PLEASE BE AWARE THERE ARE
 OTHER CRITERIA THAT HAS TO BE PROVIDED AS WELL. A
 SEPARATE PERMIT REVIEW AND ASSOCIATED FEES WILL BE
 REQUIRED.
  
 6) SHEET A2.1 THE ENLARGED RESTROOM DETAIL # 1 SHOWS
 THE HIGH/ LOW DRINKING FOUNTAINS BUT THERE IS NO
 ELEVATION VIEW TO INDICATE THE TYPE OF DRINKING
 FOUNTAIN AND COMPLIANCE WITH PROTRUDING OBJECTS AS
 FOUND ON SHEET A1.2. THE ISSUE, MAYBE WITH THE HIGH
 DRINKING FOUNTAIN IS A SKIRT MAYBE NEED TO BE ADDED TO
 THE BOTTOM OF THE ENCLOSURE FOR COMPLIANCE WITH
 PROTRUDING OBJECTS FROM THE WALL AND COMPLIANCE WITH
 THE 2017 FBC-ACCESSIBILITY CODE SECTION 307.2
 PROTRUSION LIMITS. OBJECTS WITH THE LEADING EDGE MORE
 THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE
 FINISH FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAXIMUM
 HORIZONTALLY INTO THE CIRCULATION PATH.
  
 7) SHEET A2.4, M1.1 & S102 ROOF PLANS ALL SHOW NEW ROOF
 TOP EQUIPMENT. SHEET M1.1 SHOWS THE BEER CAVE BACKSTOCK
 CONDENSER WITHIN 10 FEET OF THE ROOF EDGE.
 PLEASE SHOW COMPLIANCE WITH THE 2017 FBC-B:
 2017 FBC-B 1013.6 MECHANICAL EQUIPMENT. GUARDS SHALL BE
 PROVIDED WHERE APPLIANCES, EQUIPMENT, FANS, ROOF HATCH
 OPENINGS OR OTHER COMPONENTS THAT REQUIRE SERVICE ARE
 LOCATED WITHIN 10 FEET (3048 MM) OF A ROOF EDGE OR OPEN
 SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS
 LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR, ROOF OR
 GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO AS TO
 PREVENT THE PASSAGE OF A SPHERE 21 INCHES IN DIAMETER.
 THE GUARD SHALL EXTEND NOT LESS THAN 30 INCHES BEYOND
 EACH END OF SUCH APPLIANCE, EQUIPMENT, FAN OR
 COMPONENT.
  
 8) THE PLANS ELEVATIONS WILL NEED TO SHOW HOW
 COMPLIANCE WITH SECTION 2017 FBC-M 306.5. EQUIPMENT AND
 APPLIANCES ON ROOFS OR ELEVATED STRUCTURES. WHERE
 EQUIPMENT REQUIRING ACCESS OR APPLIANCES ARE LOCATED ON
 AN ELEVATED STRUCTURE OR ROOF OF A BUILDING SUCH AS
 PERSONNEL WILL HAVE TO CLIMB HIGHER THAN 16 FEET ABOVE
 GRADE TO ACCESS SUCH EQUIPMENT OR APPLIANCES, AN
 INTERIOR OR EXTERIOR MEANS OF EGRESS SHALL BE PROVIDED.
  
 9) SHEETS A2.4 & M1.1 WILL NEED TO SHOW COMPLIANCE FOR
 ROOF TOP A/C CONDENSER STANDS WITH COMPLIANCE WHERE
 ROOFING MATERIALS EXTEND BENEATH THE UNIT, ON RAISED
 EQUIPMENT SUPPORTS PROVIDING A MINIMUM CLEARANCE HEIGHT
 IN ACCORDANCE WITH TABLE 1510.10 OF THE 2017 FBC-B.
  
 10) ROOF TOP CONDENSING STANDS WILL NEED TO BE REVIEWED
 BY THE DESIGNER OF RECORD. PLEASE IDENTIFY THE
 FOLLOWING REQUIREMENTS CALCULATING THE AREA (SIDE VIEW)
 OF THE ROOF TOP COMPRESSORS, CONFIGURATION ON STAND,
 THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS,
 WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES,
 ANCHORS AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE
 STAND AND THE STAND TO THE ROOF. THE PRODUCT APPROVAL
 IS TO BE REVIEWED BY THE DESIGNER OF RECORD, APPROVED
 BEFORE SUBMISSION TO THE BUILDING DEPARTMENT.
 LATERAL FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP
 EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
 2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 11) SHEET S201 SHOWS WELDED CONNECTIONS TO THE BAR
 JOIST, STIFFENERS, ADDITIONAL STEEL FRAMING AROUND NEW
 ROOF TOP OPENINGS. WELDED OR BOLTED 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. IN ACCORDANCE WITH THE
 AMERICAN WELDING SOCIETY.
 11A) 2017 FBC-B 2204.1 WELDING
 11B) 2017 FBC-B 2204.2 BOLTING.
 IF THERE IS ANY QUESTIONS ABOUT THE CODE REQUIREMENTS
 FOR THIS SECTION, PLEASE CONTACT THE CHIEF BUILDING
 INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU.
  
 12) NO ACTION REQUIRED. SHEET S001 PROVIDES THE WIND
 DESIGN CRITERIA AND ASSOCIATED PRESSURES, WHICH ARE
 CORRECT.
  
 13) COMPONENTS & CLADDING . 2017 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
 ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/
 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, WALL LOUVERS,
 (G) PRE-ENGINEERED A/C STANDS
  
 14) W. P. B. 107.3.4.1 PRODUCT APPROVALS. THOSE
 PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03
 SHALL BE REVIEWED AND APPROVED IN WRITING 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..
  
 15) 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.
  
 16) IDENTIFY GLAZING/ MULLIONS. THE SUBMITTED PRODUCT
 APPROVALS THE ELEMENTS LISTED BELOW ARE NOT IDENTIFIED.
 PLEASE IDENTIFY ON THE PRODUCT APPROVAL BEFORE
 SUBMITTING TO DESIGNER OF RECORD AND BEFORE SUBMISSION
 TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS WITH
 GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT,
 TYPE OF GLAZING, MULLION SIZE, LENGTH IF UNREINFORCED
 OR REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND
 ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2017 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.
  
 17) 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.
  
 JAMES A. WITMER BN, PX, SFP & CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING 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 2 Status P Date 2020-05-14 Cont ID  
Sent By jleahy Date 2020-05-14 Time 08:25 Rev Time 0.00
Received By jleahy Date 2020-05-14 Time 08:16 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2020-03-03 Cont ID  
Sent By jleahy Date 2020-03-03 Time 15:03 Rev Time 0.00
Received By jleahy Date 2020-03-03 Time 08:41 Sent To  
Notes
2020-03-03 12:34:15FLORIDA BUILDING CODE 2017 6TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 6TH ED
 NFPA 70 2014 EDITION
  
 JAKE LEAHY BN, BU, PX
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 1) VALUE FOR WORK IS LOW. PROVIDE A SIGNED CONTRACT FOR
 THE WORK. SEVERAL NOTES INCLUDE MATERIALS SUPPLIED BY
 OWNER THESE ITEMS NEED TO BE INCLUDED WITH THE PERMIT.
  
 2) RISER DIAGRAM DOES NOT SHOW GENERATOR TAP BOX SHOWN
 ON OUTSIDE OF BUILDING
  
 3) THERE SEEMS TO BE AREAS WHERE GFCI RPOTECTION IS
 REQUIRED THAT IS LACKING (KITCHEN, WITHIN, 6' OF A
 SINK) PLEASE INDICATE ON THE PLANS GFCI PROTECTION.
  
 3) PROVIDE CALCULATION FOR AVAILABLE SHORT CIRCUIT
 CURRENT AT NEW PANEL TO CONFIRM AIC RATING IS ADEQUATE.
 NEC 110.10
 PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH
 PANEL INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE.
 NEC 110.9, 110.10
  
 4) CIRCUIT "L" 40 TO BE GFCI PROTECTED PER 422.23
 422.23 TIRE INFLATION AND AUTOMOTIVE VACUUM MACHINES
 TIRE INFLATION MACHINES AND AUTOMOTIVE VACUUM MACHINES
 PROVIDED
 FOR PUBLIC USE SHALL BE PROTECTED BY A GROUND-FAULT
 CIRCUIT
 INTERRUPTER.
  
Review Stop FIRE FIRE DEPARTMENT
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***NONE***
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***NONE***
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***NONE***
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***NONE***
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Sent By ccarvaja Date 2020-06-16 Time 11:09 Rev Time 0.00
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***NONE***
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***NONE***
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Sent By lmarchan Date 2020-03-20 Time 11:46 Rev Time 0.00
Received By lmarchan Date 2020-01-31 Time 15:28 Sent To  
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***NONE***
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Sent By jwitmer Date 2020-02-24 Time 14:20 Rev Time 0.00
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***NONE***
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Rev No 3 Status P Date 2020-06-16 Cont ID  
Sent By medwards Date 2020-06-16 Time 07:56 Rev Time 0.00
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***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2020-05-12 Cont ID  
Sent By medwards Date 2020-05-12 Time 10:30 Rev Time 0.00
Received By medwards Date 2020-05-12 Time 10:30 Sent To  
Notes
2020-05-12 10:31:43REVIEW FBC-2017 MECHANICAL
 PERMIT-20010941
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE SIXTH
 EDITION 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 2ND PLAN REVIEW RESULTS: DENIED.
  
 1) THE COMCHECK DATED 1-24-20 THAT WAS SUBMITTED WITH
 THIS REVISED PACKAGE STILL HAS THE SIGNATURE OF BRANDON
 ABBEY EVEN THOUGH COMMENT #9 OF THE 1ST REVIEWER STATED
 THAT THE DESIGNER OF RECORD MUST BE THE ONE THAT SIGNS
 THIS COMCHECK. FBC FS 471.025 AND SECTION 61G15-23.005
 FLORIDA ADMINISTRATION CODE.
  
 2) PLEASE ADDRESS COMMENT #5 OF PREVIOUS REVIEWERS
 NOTES. HE IS ASKING YOU TO SHOW ON THE DRAWINGS,
 MEASUREMENTS FROM EACH SERVICEABLE UNIT TO THE EDGE OF
 THE ROOF. THIS IS TO SHOW IF GUARDS ARE REQUIRED. SHEET
 A2.4 DOES SHOW RTU-2 (9?9?) FROM THE EDGE OF THE ROOF.
 PLEASE SHOW THE HEIGHT OF THE PARAPET AT THIS LOCATION
 OR SHOW HOW THIS WILL MEET- FBC M 304.11.
  
 3) SEE 1ST REVIEWER COMMENTS FOR NOTE6: PLEASE SHOW
 DETAIL DRAWINGS THAT SHOW HOW YOU ARE MEETING THE WIND
 LOAD TIEDOWN FOR ALL EQUIPMENT MOUNTED ON THE ROOF. FBC
 M 301.15
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE OLD
 SHEETS FROM THE PLAN SETS, BIND THEM TOGETHER
 SEPARATELY AND MARK VOID OR OLD ON THEM. PLEASE RETAIN
 THEM FOR REFERENCE WITH THE NEW SUBMITTED PLANS. THIS
 PROCESS WILL ALSO APPLY TO ANY DOCUMENTS SUCH AS
 PRODUCT APPROVALS OR CALCULATIONS BEING REPLACED OR
 UPDATED.
  
  
 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 2020-03-02 Cont ID  
Sent By ccole Date 2020-03-02 Time 10:16 Rev Time 0.00
Received By ccole Date 2020-03-02 Time 09:14 Sent To  
Notes
2020-03-02 11:09:561ST REVIEW FBC-2017 MECHANICAL
 PERMIT #20010941
 3/2/2020
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE SIXTH
 EDITION 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PROVIDE AC COOLING AND HEATING CALCULATIONS FOR THE
 NEW RTU'S IN ACCORDANCE WITH SECTION C403.2.1 FBC EC.
  
 2) AUTOMATICALLY CONTROLLED SHUTOFF DAMPERS ARE
 REQUIRED FOR THE O/A INTAKES- SECTION C403.2.4.3 FBC
 EC. PLEASE INDICATE HOW COMPLIANCE IS BEING MET.
  
 3) SEPARATE PERMITS ARE REQUIRED FOR THE WALKIN
 BEVERAGE AND BEER COOLERS AND REFRIGERATION SYSTEMS.
 PLEASE PLACE A NOTE ON THE PLAN ACCORDINGLY- SECTION
 107.2.1 WPB.
  
 3) M1.0: SHOW LOCATIONS OF REQUIRED HEAT HOODS OR LOCAL
 EXHAUST VENTILATION SYSTEMS ABOVE OVENS AND COOKING
 APPLIANCES- SEE SECTION 507.3 FBC M. PLEASE NOTE THAT
 SEPARATE PERMITS ARE REQUIRED FOR HOODS AND FIRE
 SUPPRESSION SYSTEMS- SECTION 107.2.1 WPB.
  
 4) M0.1 & M1.0: WHAT IS THE PURPOSE OF THE 3000 CFM O/A
 LOUVERS SHOWN IN THE WOMEN'S RESTROOM AND BACKROOM?-
 SECTION 107.2.1 WPB. PLEASE NOTE THEY ARE NOT INCLUDED
 IN THE AIR BALANCE CALCULATIONS, AND THE VENTILATION
 CALCS INDICATE 600 CFMS OF O/A REQUIRED.
  
 5) M1.1: SHOW THE CLEARANCE DISTANCES FROM ALL
 SERVICEABLE ROOF MOUNTED MECHANICAL EQUIPMENT AND
 APPLIANCES TO DETERMINE IF GUARDS ARE REQUIRED- SEE
 SECTION 304.11 FBC M.
  
 6) M1.1: PROVIDE COMPLETE WIND LOAD ENGINEERING FOR
 INSTALLATION OF ALL ROOF MOUNTED EQUIPMENT AND
 APPLIANCES- SECTION 301.15 FBC M
  
 7) THE $200,000 JOB VALUE APPEARS LOW FOR THE SCOPE OF
 WORK. PLEASE NOTE THAT PERMIT VALUE IS BASED ON LABOR,
 MATERIALS, EQUIPMENT, APPLIANCES, FIXTURES, DESIGN
 FEES, AND SITE WORK- SECTION 109.3 WPB. PLEASE PROVIDE
 COPIES OF SIGNED CONTRCTS AND/OR ESTIMATES, INVOICES
 ETC. TO VERIFY VALUE. PLEASE NOTE THAT ALL ITEMS
 PURCHASED BY THE OWNERSHIP SHALL BE INCLUDED IN THE
 VALUE, PLEASE REMOVE THE VALUE OF THE REFRIGERATION AND
 EXHAUST HOOD SYSTEMS FROM THE TOTAL VALUE. THOSE ITMES
 WILL BE CHARGED UNDER SEPARATE PERMIT.
  
 8) THE COMCHECK COMPLIANCE CERTIFICATE HAS BEEN SIGNED
 BY "MECH DESIGNER BRANDON ABBEY", HOWEVER THE
 MECHANICAL ENGINEER OF RECORD ON THE PLANS IS ERIC
 CROSS. THEREFORE THE CERTIFICATE SHALL BEAR THE
 SIGNATURE AND SEAL OF THE ENGINEER OF RECORD- FL.
 STATUTE 471.025 AND SECTION 61G15-23.005 FLORIDA
 ADMINISTRATIVE CODE.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 4 Status P Date 2020-07-06 Cont ID  
Sent By ccole Date 2020-07-06 Time 14:57 Rev Time 0.00
Received By ccole Date 2020-07-06 Time 10:45 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2020-06-05 Cont ID  
Sent By ccole Date 2020-06-05 Time 15:32 Rev Time 0.00
Received By ccole Date 2020-06-05 Time 12:22 Sent To  
Notes
2020-06-05 15:32:553RD REVIEW FBC-2017 PLUMBING
 PERMIT #20010941
 6/5/2020
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE SIXTH EDITION 2017
 FBC ACC- FLORIDA ACCESSIBILITY CODE SIXTH ADDITION 2017
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE SIXTH
 EDITION 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET A2.0: THE CORRECTED PLAN SHOWS THE NEW
 DRINKING FOUNTAIN ALCOVE WALL HAS REDUCED THE REQUIRED
 24" WHEEL CHAIR APPROACH TO THE MEN'S ROOM DOOR TO 11"-
 SEE FIGURE 404.2.4.1(K) FBC ACC.
  
 2) SHEETS A2.1 & A.2.1.1: PLEASE CORRECT THE 54" CLEAR
 FLOOR SPACE LENGTH MEASUREMENT FOR THE WATER CLOSETS TO
 59"- FIGURE 604.8.1.1 FBC ACC.
  
 3) SHEET P1.0 EXISTING GREASE INTERCEPTOR AND GREASE
 WASTE DISPOSAL SYSTEM:
 A) THE FLOOR SINKS AT THE BEVERAGE EQUIPMENT LINE SHALL
 BE CONNECTED TO THE GREASY WASTE LINE AND EXISTING
 GREASE INTERCEPTORS IF THE WASTE EFFLUENT FROM THE
 EQUIPMENT CONTAINS MILK FATS, OR OTHER WASTES LADEN
 WITH FATS, OILS, OR GREASE- SECTION 1003.3.1 FBC P.
 B) THE TYPE AND GALLON SIZE OF THE EXISTING GREASE
 INTERCEPTOR SHALL BE PLACED ON THE PLAN, ALONG WITH
 GREASE WASTE CALCULATIONS FOR THE NEW FIXTURES
 CONNECTING TO THE GREASE WASTE LINE. PLEASE SEE SECTION
 1003.3.1, 1003.3.4 FOR SIZING ACCORDING TO PDI-G-101
 STANDARD SIZING METHODS FOR HYDRO MECHANICAL
 INTERCEPTORS AND 1003.3.4 EXCEPTION FOR INTERCEPTORS
 THAT ARE SIZED, CONSTRUCTED AND APPROVED IN ACCORDANCE
 WITH RULE 64E-6, FLORIDA ADMINISTRATIVE CODE.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2020-05-13 Cont ID  
Sent By ccole Date 2020-05-13 Time 08:20 Rev Time 0.00
Received By ccole Date 2020-05-12 Time 14:03 Sent To  
Notes
2020-05-13 08:21:46 
 2ND REVIEW FBC-2017 PLUMBING
 PERMIT #20010941
 5/13/2020
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE SIXTH
 EDITION 2017
 FBC P- FLORIDA PLUMBING CODE SIXTH EDITION 2017
 FBC ACC- FLORIDA ACCESSIBILITY CODE SIXTH ADDITION 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEETS A2.1 & A.2.1.1: PROVIDE THE CLEAR WIDTH
 OPENINGS OF THE ACCESSIBLE TOILET COMPARTMENT ROOM
 DOORS- SECTION 404.2.3 FBC ACC. INDICATE THE DOORS WILL
 BE SELF-CLOSING- SECTION 604.8.1.7, AND SHOW THE
 MANEUVERING CLEARANCE AT THE MEN?S DOOR- SEE TABLE
 404.2.4.1 AND FIGURE C.
  
 2) PROVIDE THE CLEAR FLOOR SPACE APPROACH FOR THE
 ACCESSIBLE DRINKING FOUNTAIN, AND PROVIDE AN ELEVATION
 VIEW SHOWING THE KNEE AND TOE CLEARANCE, SPOUT OUTLET
 HEIGHTS, SPOUT LOCATIONS ETC. ? SECTION 602.1 FBC ACC.
 VERIFY THE FIXTURE WILL BE IN COMPLIANCE WITH SECTION
 307- PROTRUDING OBJECTS.
  
 3) P1.1: SHOW THE LOCATION OF THE MAIN SHUTOFF VALVE
 FOR THE WATER DISTRIBUTION SYSTEM- SECTION 606.1 FBC P.
  
 4) P1.1 & P1.3: WATER HAMMER ARRESTORS ARE REQUIRED FOR
 THE SUPPLY LINES TO THE ICE MAKER AND BEVERAGE
 DISPENSERS- SECTION 604.9 FBC P.
  
 5) THE PREVIOUS REVIEW COMMENT REQUESTING THE SIZE OF
 THE GREASE INTERCEPTOR, AND THE ROUTING OF THE GREASE
 LINE TO OTHER GREASE PRODUCING FIXTURES SUCH AS THE
 FLOOR SINKS AND MOP SINK WAS NOT ADDRESSED ON THE PLAN.
 PLEASE REVIEW SECTION 1003.3.1 FBC P AND SHOW
 COMPLIANCE. ADDITIONAL INFORMATION NEEDS TO BE PROVIDED
 CONCERNING THE TYPE, SIZE, AND LOCATION OF THE EXISTING
 INTERCEPTOR- SECTION 107.2.1 WPB.
 GREASE INTERCEPTORS AND AUTOMATIC GREASE REMOVAL
 DEVICES REQUIRED. A GREASE INTERCEPTOR OR AUTOMATIC
 GREASE REMOVAL DEVICE SHALL BE REQUIRED TO RECEIVE THE
 DRAINAGE FROM FIXTURES AND EQUIPMENT WITH GREASE-LADEN
 WASTE LOCATED IN FOOD PREPARATION AREAS, SUCH AS IN
 RESTAURANTS, HOTEL KITCHENS, HOSPITALS, SCHOOL
 KITCHENS, BARS, FACTORY CAFETERIAS AND CLUBS. FIXTURES
 AND EQUIPMENT SHALL INCLUDE POT SINKS, PRERINSE SINKS;
 SOUP KETTLES OR SIMILAR DEVICES; WOK STATIONS; FLOOR
 DRAINS OR SINKS INTO WHICH KETTLES ARE DRAINED;
 AUTOMATIC HOOD WASH UNITS AND DISHWASHERS WITHOUT
 PRERINSE SINKS. GREASE INTERCEPTORS AND AUTOMATIC
 GREASE REMOVAL DEVICES SHALL RECEIVE WASTE ONLY FROM
 FIXTURES AND EQUIPMENT THAT ALLOW FATS, OILS OR GREASE
 TO BE DISCHARGED. WHERE LACK OF SPACE OR OTHER
 CONSTRAINTS PREVENT THE INSTALLATION OR REPLACEMENT OF
 A GREASE INTERCEPTOR, ONE OR MORE GREASE INTERCEPTORS
 SHALL BE PERMITTED TO BE INSTALLED ON OR ABOVE THE
 FLOOR AND UPSTREAM OF AN EXISTING GREASE INTERCEPTOR.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2020-03-20 Cont ID  
Sent By jbaker Date 2020-03-20 Time 10:48 Rev Time 0.00
Received By jbaker Date 2020-03-20 Time 10:48 Sent To  
Notes
2020-03-20 10:51:491. 2017 FPC CHAPTER 10. PROVIDE THE SIZE OF THE
 EXISTING GREASE INTERCEPTOR.
 2. 2017 FPC CHAPTER 10. ROUTE TO GREASE INTERCEPTOR MOP
 SINKS, FLOOR SINKS, AND SANDWICH CASES AND ANY OTHER
 PIECE OF EQUIPMENT THAT MAY GENERATE GREASE PARTICLES.
2020-03-20 09:42:16 
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 5 Status P Date 2020-08-10 Cont ID  
Sent By jwitmer Date 2020-08-10 Time 07:44 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 2020-07-06 Cont ID  
Sent By ccole Date 2020-07-06 Time 15:07 Rev Time 0.00
Received By ccole Date 2020-07-06 Time 15:07 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2020-06-16 Cont ID  
Sent By medwards Date 2020-06-16 Time 10:51 Rev Time 0.00
Received By medwards Date 2020-06-16 Time 10:37 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2020-05-14 Cont ID  
Sent By jleahy Date 2020-05-14 Time 08:28 Rev Time 0.00
Received By jleahy Date 2020-05-14 Time 08:28 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2020-03-21 Cont ID  
Sent By shill Date 2020-03-21 Time 10:14 Rev Time 0.00
Received By shill Date 2020-02-24 Time 10:48 Sent To  
Notes
2020-03-21 10:15:56SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. DIGITAL SIGNATURES OK; NEW PAGES SUBMITTED NEXT
 REVIEW CYCLE NEED VERIFICATION.
  
 2. THE TREE DISPOSITION, LANDSCAPE PLANS HAVE BEEN
 VOIDED. PLEASE SUBMIT THESE PAGES WITH A SEPARATE
 PERMIT APPLICATION.
  
  
  
Review Stop Z ZONING
Rev No 4 Status P Date 2020-08-21 Cont ID  
Sent By awooten Date 2020-08-21 Time   Rev Time 0.00
Received By awooten Date 2020-08-21 Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status F Date   Cont ID  
Sent By awooten Date 2020-07-10 Time   Rev Time 0.00
Received By   Date 2020-07-10 Time   Sent To  
Notes
2020-07-10 10:39:49*****************ZONING REVIEW FAILED****************
  
 PARKING SPACES HAVE BEEN REMOVED FROM THIS REVISION.
  
 PLEASE PROVIDE PARKING COUNT/INFORMATION TABLE ON THE
 NUMBER OF PARKING SPACES EXISTING AND PROPOSED. THERE
 SHOULD NOT BE A REDUCTION IN PARKING SPACES.
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]
Review Stop Z ZONING
Rev No 2 Status P Date   Cont ID  
Sent By awooten Date 2020-06-15 Time   Rev Time 0.00
Received By   Date 2020-06-15 Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date   Cont ID  
Sent By awooten Date 2020-02-27 Time   Rev Time  
Received By   Date 2020-02-27 Time   Sent To  
Notes
2020-02-27 16:04:19ALL OUTSIDE SITE WORK WILL REQUIRE A SEPARATE PERMIT.
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]


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