Plan Review Details - Permit 21020946
Plan Review Stops For Permit 21020946
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2021-03-09 Cont ID  
Sent By cpuell Date 2021-03-09 Time 09:58 Rev Time 0.00
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Notes
***NONE***
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 4 Status P Date 2021-05-03 Cont ID  
Sent By jwitmer Date 2021-05-03 Time 08:28 Rev Time 0.00
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Notes
***NONE***
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 3 Status F Date 2021-04-15 Cont ID  
Sent By jwitmer Date 2021-04-15 Time 10:50 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2021-04-15 10:37:26TO THE BUILDING CONTRACTOR:
 PLEASE PROVIDE A SIGNED ACKNOWLEDGEMENT FROM THE
 CONTRACTOR, ON LETTERHEAD, STATING THAT THE
 INSTRUCTIONS ON THE WEBSITE OF ASBESTOS PROGRAM
 COORDINATOR, FLORIDA DEPARTMENT OF HEALTH PALM BEACH
 COUNTY WILL BE FOLLOWED, AND THAT NOTIFICATION WILL BE
 GIVEN TIMELY. ADDITIONAL INFORMATION REGARDING ASBESTOS
 REQUIREMENTS CAN BE FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN PDF
 FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE INCLUDE
 THE PERMIT NUMBER AND "ASBESTOS" IN THE SUBJECT LINE.
  
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status F Date 2021-03-30 Cont ID  
Sent By jwitmer Date 2021-03-30 Time 12:38 Rev Time 0.00
Received By jwitmer Date 2021-03-30 Time 10:47 Sent To  
Notes
2021-03-30 12:38:51TO THE BUILDING CONTRACTOR:
 PLEASE PROVIDE A SIGNED ACKNOWLEDGEMENT FROM THE
 CONTRACTOR, ON LETTERHEAD, STATING THAT THE
 INSTRUCTIONS ON THE WEBSITE OF ASBESTOS PROGRAM
 COORDINATOR, FLORIDA DEPARTMENT OF HEALTH PALM BEACH
 COUNTY WILL BE FOLLOWED, AND THAT NOTIFICATION WILL BE
 GIVEN TIMELY. ADDITIONAL INFORMATION REGARDING ASBESTOS
 REQUIREMENTS CAN BE FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN PDF
 FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE INCLUDE
 THE PERMIT NUMBER AND "ASBESTOS" IN THE SUBJECT LINE.
  
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2021-03-02 Cont ID  
Sent By jwitmer Date 2021-03-02 Time 11:58 Rev Time 0.00
Received By jwitmer Date 2021-03-02 Time 11:58 Sent To  
Notes
2021-03-02 11:58:42TO THE BUILDING CONTRACTOR:
 PLEASE PROVIDE A SIGNED ACKNOWLEDGEMENT FROM THE
 CONTRACTOR, ON LETTERHEAD, STATING THAT THE
 INSTRUCTIONS ON THE WEBSITE OF ASBESTOS PROGRAM
 COORDINATOR, FLORIDA DEPARTMENT OF HEALTH PALM BEACH
 COUNTY WILL BE FOLLOWED, AND THAT NOTIFICATION WILL BE
 GIVEN TIMELY. ADDITIONAL INFORMATION REGARDING ASBESTOS
 REQUIREMENTS CAN BE FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN PDF
 FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE INCLUDE
 THE PERMIT NUMBER AND "ASBESTOS" IN THE SUBJECT LINE.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2021-05-04 Cont ID  
Sent By jwitmer Date 2021-05-04 Time 09:30 Rev Time 0.00
Received By jwitmer Date 2021-05-04 Time 09:01 Sent To  
Notes
2021-05-04 09:28:59BUILDING PROVISO: SHEET S1.1 SHOWS NEW STEEL SUPPORT
 ANGLES AND STEEL DECKING. THE DETAILS SHOW WHERE
 JOBSITE WELDING WILL BE REQUIRED FOR THE NEW ROOF TOP
 MECHANICAL EQUIPMENT.
 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 FOR FIELD WIELDING, ON THE JOB-SITE
 WIELDING. THIRD PARTY CERTIFICATION WILL BE REQUIRED.
 REPORTS SUBMITTED TO BUILDING INSPECTOR AT TIME OF
 FRAMING INSPECTION. NO SPECIAL INSPECTION FORM IS
 REQUIRED. IN FLORIDA THE TERM SPECIAL INSPECTOR REFERS
 TO BUILDING THAT ARE CONSIDERED THRESHOLD BUILDINGS 3
 STORIES IN HEIGHT THAT WILL REQUIRE A THRESHOLD
 INSPECTOR/ SPECIAL INSPECTOR. THIS IS A SPECIAL
 INDORSEMENT THAT STRUCTURAL P. E. CAN ACHIEVE. IF
 FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666 FOR ADDITIONAL INFORMATION.
 2020 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2020 FBC-B 2204.2 BOLTING.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2021-04-15 Cont ID  
Sent By jwitmer Date 2021-04-15 Time 10:52 Rev Time 0.00
Received By jwitmer Date 2021-04-15 Time 08:45 Sent To  
Notes
2021-04-15 10:52:28WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21020946
 ADD: 1700 45TH ST. TENANT SUITE NUMBER # 1670 / AUTO
 ZONE
 CONT: TBD/ TO BE DETERMINED
 TEL: 901-485-6906 - KATIE MITCHELL
 E-MAIL: [email protected]
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2020 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 3RD REVIEW
 DATE: THURS. APRIL 15TH/ 2021
  
 ACTION: DENIED
 1-2) COMPLIED.
  
 3) SHEET A-1 THE FLOOR PLAN:
 3A) COMPLIED.
  
 3B) NOTICE ONLY. 2020 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 105.2.6. RACK STORAGE OVER 5FEET 9 INCHES TALL REQUIRES
 A SEPARATE RACK STORAGE PERMIT, WITH PLANS REVIEW, AND
 ASSOCIATED FEES.
  
 3C) COMPLIED.
  
 3D) 3RD REQUEST. SEMI-COMPLIED. SHEET A-1 NOW SHOWS A
 SECOND LINE ON EACH SIDE OF THE RAMP BUT DOES NOT
 PROVIDE A CROSS SECTION OF THE RAMP AND CURB SHOWING
 COMPLIANCE WITH 2020 FBC-ACCESSIBILITY CODE SECTION
 1012.10 EDGE PROTECTION FOR THE RAMP. AN ATTEMPT IN
 DETAILING THE CONDITION FOR THE RAISED EDGE PROTECTION
 OF THE RAMP WAS MADE. THIS REVIEW A CUT SECTION THROUGH
 THE LENGTH OF THE RAMP AND LANDINGS WAS MADE. THIS CUT
 SECTION DOES NOT HIGHLIGHT THE PROPOSED RAISED EDGE
 PROTECTION OF THE RAMP. A CUT SECTION THROUGH THE RAMP
 90 DEGREES TO THE RUN OR LENGTH OF THE RAMP IS WHAT IS
 REQUIRED.
  
 4) COMPLIED.
 4A-B) COMPLIED.
  
 5) 3RD REQUEST. IDENTIFY GLAZING/ MULLIONS. PLEASE
 IDENTIFY ON THE PRODUCT APPROVAL BEFORE SUBMITTING TO
 DESIGNER OF RECORD AND BEFORE SUBMISSION TO THE
 BUILDING DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING,
 PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF
 GLAZING, MULLION SIZE, LENGTH IF UNREINFORCED OR
 REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND
 ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2020 FBC-B
 1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL BE
 INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURERS
 INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE
 PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED
 BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS.
 FL14218 YHS 50 FS STOREFRONT SYSTEM INSIDE GLAZED.
 17-PAGE REPORT. GLAZING TYPE NOT IDENTIFIED NOR WIDTH
 NOR HEIGHT NOR MULLION TRIBUTARY AREA NOR PRESSURES FOR
 BOTH.
  
 6) COMPLIED.
  
 7) COMPLIED.
  
 8) COMPLIED.
  
 9) BUILDING PROVISO: SHEET S1.1 SHOWS NEW STEEL SUPPORT
 ANGLES AND STEEL DECKING. THE DETAILS SHOW WHERE
 JOBSITE WELDING WILL BE REQUIRED FOR THE NEW ROOF TOP
 MECHANICAL EQUIPMENT.
 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 FOR FIELD WIELDING, ON THE JOB-SITE
 WIELDING. THIRD PARTY CERTIFICATION WILL BE REQUIRED.
 REPORTS SUBMITTED TO BUILDING INSPECTOR AT TIME OF
 FRAMING INSPECTION. NO SPECIAL INSPECTION FORM IS
 REQUIRED. IN FLORIDA THE TERM SPECIAL INSPECTOR REFERS
 TO BUILDING THAT ARE CONSIDERED THRESHOLD BUILDINGS 3
 STORIES IN HEIGHT THAT WILL REQUIRE A THRESHOLD
 INSPECTOR/ SPECIAL INSPECTOR. THIS IS A SPECIAL
 INDORSEMENT THAT STRUCTURAL P. E. CAN ACHIEVE. IF
 FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666 FOR ADDITIONAL INFORMATION.
 2020 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2020 FBC-B 2204.2 BOLTING.
  
 10A) COMPLIED.
  
 10B) 3RD REQUEST. SEMI-COMPLIED. SHEET A-3 NEW EXTERIOR
 ROOF TOP ACCESS LADDER TO ROOF. NEW COMMENT ON PLANS
 STATES GC TO CONSTRUCT PER DETAIL 10. PLEASE NOTE THAT
 PERMANENT ROOF TOP ACCESS LADDERS TO THE ROOF ARE
 PRE-ENGINEERED AT A FACTORY AND SHOP DRAWING1ST REVIEW
 COMMENT. 700SHEETS SENT TO THE DESIGNER OF RECORD FOR
 REVIEW AND APPROVAL. ONCE THEY RECEIVE THE EITHER
 ARCHITECT OR ENGINEERS SHOP DRAWING STAMP OF APPROVAL
 THEN THE START OF MANUFACTURING THIS LADDER BEGINS. FL
 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC. THIS CAN BE A BUILDING PROVISO /
 DEFERRED SUBMITTAL. SUBMITTED AFTER PERMIT ISSUANCE.
 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.
  
 1ST ROUND OF COMMENTS. 2017 FBC-B 1011.16 LADDERS.
 PERMANENT LADDERS SHALL NOT SERVE AS A PART OF THE
 MEANS OF EGRESS FROM OCCUPIED SPACES WITHIN A BUILDING.
 PERMANENT LADDERS SHALL BE PERMITTED TO PROVIDE ACCESS
 TO THE FOLLOWING AREAS:
 1.SPACES FREQUENTED ONLY BY PERSONNEL FOR MAINTENANCE,
 REPAIR OR MONITORING OF EQUIPMENT.
 5.NONOCCUPIED ROOFS THAT ARE NOT REQUIRED TO HAVE
 STAIRWAY ACCESS IN ACCORDANCE WITH SECTION
 1011.12.1.
 6.LADDERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
 SECTION 306.5 OF THE FLORIDA BUILDING CODE,
 MECHANICAL.
  
 11) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT
 REVIEW CYCLE.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
 WORKING HOURS ARE MON.- WED. 8:00 AM- NOON. PART-TIME/
 RETIRED.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 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 2021-03-30 Cont ID  
Sent By jwitmer Date 2021-03-30 Time 12:39 Rev Time 0.00
Received By jwitmer Date 2021-03-30 Time 10:47 Sent To  
Notes
2021-03-30 12:36:15WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21020946
 ADD: 1670 45TH ST. TENANT SUITE NUMBER???? / AUTO ZONE
 CONT: TBD/ TO BE DETERMINED
 TEL: ???
 E-MAIL: [email protected]
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2020 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: TUES. MARCH 29TH/ 2021
  
 ACTION: DENIED
 4X FEE / NOTICE!!!!! FLORIDA STATUTE 553.80(2)(B) WITH
 RESPECT TO EVALUATION OF DESIGN PROFESSIONALS?
 DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN
 ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING
 CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS
 REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO
 CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY
 NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO,
 EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY,
 ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL,
 MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER
 REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING
 COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL
 GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH
 REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION,
 A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE
 PERMIT FEE ATTRIBUTED TO PLANS REVIEW.
  
  
 1) 2ND REQUEST. THE PERMIT APPLICATION NOR THE
 TITLEBLOCK PROVIDE THE TENANT SUITE/ UNIT ADDRESS. WHEN
 WE VIEW ( GOGGLE MAPS) THE ADDRESS OF 1670 45TH ST THIS
 IS FOR THE WHOLE SHOPPING CENTER, NOT THIS TENANT
 SPACE.
  
 2020 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.2.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
 EXTENT OF THE WORK PROPOSED.
  
 2020 FBC-B 501.2 ADDRESS IDENTIFICATION. NEW AND
 EXISTING BUILDINGS SHALL BE PROVIDED WITH APPROVED
 ADDRESS IDENTIFICATION.
  
 2) SHEET A0- COVER: COMPLIED.
  
 3) SHEET A-1 THE FLOOR PLAN:
 3A) SEMI-COMPLIED. THIS FLOOR PLAN NOW SHOWS A NEW EXIT
 DOORWAY AT THE REAR OF THE BUILDING. THE QUESTION
 REMAINS IS THE EXIT SIGN MOUNTED TO THE WALL OR
 CEILING. AT WHAT HEIGHT IS THE CEILING, THE RACK
 STORAGE IS 7SEET 6 INCHES TALL. THE OTHER ISSUE IS THIS
 REVISED ARCHITECTURAL PLAN WAS NOT CARRIED OVER ONTO
 SHEET E3 THERE IS NO EXIT DOORWAY OR EXIT LIGHT SHOWN
 FOR THE NEW EXIT DOORWAY. 107.2.1.2. ADDITIONAL
 INFORMATION IS REQUIRED. CORELATE PLANS TO SHOW THE
 SAME DETAILS.
  
 1ST ROUND OF COMMENTS. THERE IS NO LIFE SAFETY SHEET,
 JUST THE FLOOR PLAN. THE COVER SHEET INDICATED THIS IS
 A NON-SPRINKLERED BUILDING AND 2 EXITS REQUIRED. SHEET
 A 5 THE FIXTURE PLAN SHOWS AN EXITING PLAN. IT WOULD
 APPEAR THAT THE NEW DOUBLE DOORS AND RAMP ARE TO BE
 PART OF THE MEANS OF EGRESS SINCE THE FLOOR PLAN SHOWS
 TRAVEL DISTANCES. THE RACK STORAGE BEHIND THE BANK OF
 SALES COUNTERS IS MOSTLY 10 FEET TALL AND CONSIDERED
 THE STORAGE AREA. PLEASE SHOW HOW COMPLIANCE WITH
 SECTION 1016.2.5 (2) OF THE 2020 FBC-B.
 2. MEANS OF EGRESS ARE NOT PROHIBITED THROUGH
 STOCKROOMS IN GROUP M OCCUPANCIES WHERE ALL
 OF THE FOLLOWING ARE MET:
 2.1. THE STOCK IS OF THE SAME HAZARD CLASSIFICATION AS
 THAT FOUND IN THE MAIN RETAIL AREA.
  
 2.2. NOT MORE THAN 50 PERCENT OF THE EXIT ACCESS IS
 THROUGH THE STOCKROOM.
  
 2.3. THE STOCKROOM IS NOT SUBJECT TO LOCKING FROM THE
 EGRESS SIDE.
  
 2.4. THERE IS A DEMARCATED, MINIMUM 44- INCH-WIDE (1118
 MM) AISLE DEFINED BY FULL- OR PARTIAL-HEIGHT FIXED
 WALLS OR SIMILAR CONSTRUCTION THAT WILL MAINTAIN THE
 REQUIRED WIDTH AND LEAD DIRECTLY.
  
 3B) NOTICE ONLY. 2020 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 105.2.6. RACK STORAGE OVER 5FEET 9 INCHES TALL REQUIRES
 A SEPARATE RACK STORAGE PERMIT, WITH PLANS REVIEW, AND
 ASSOCIATED FEES.
  
 3C)2ND REQUEST, NOTE THAT E3 WAS NOT VERSIONED. SHEET
 A-5 THE FLOOR PLAN/ RACK STORAGE PLAN SHOW EXIT LIGHTS
 AND DIRECTIONAL EXIT LIGHTING. SHEET E3 THE LIGHTING
 PLAN, ONLY SHOWS THE EXIT LIGHTS AT THE FRONT EXIT AND
 STOCKROOM DOUBLE DOORS. THE SHEET E3 NEW EXIT DOORWAY
 IS NOT SHOWN NOR IS THE EXIT LIGHT.
  
 3D) SEMI-COMPLIED. SHEET A-1 NOW SHOWS A SECOND LINE ON
 EACH SIDE OF THE RAMP BUT DOES NOT PROVIDE A CROSS
 SECTION OF THE RAMP AND CURB SHOWING COMPLIANCE WITH
 2020 FBC-ACCESSIBILITY CODE SECTION 1012.10 EDGE
 PROTECTION FOR THE RAMP.
  
 1ST ROUND OF COMMENTS. THERE IS NOT ANY CURRENT RAMP
 DETAIL SHOWING THE HEIGHT OR WIDTH OF THE TOP AND
 BOTTOM LANDINGS NOR OF THE RAMP ITSELF. SINCE THE RAMP
 IS PART OF THE MEANS OF EGRESS TO THE PUBLIC WAY PLEASE
 SHOW DETAILS IN COMPLIANCE WITH THE 2020 FBC-B
 SECTIONS:
 1012.2 SLOPE
 1012.3 CROSS SLOPE.
 1016.2 LANDINGS. 1016.2.1 SLOPE, 1016.2 WIDTH, 1016.3
 LENGTH
 1012.8 POSSIBILITY OF HANDRAILS
 1012.10 EDGE PROTECTION FOR THE RAMP
  
 4) SHEETS D1 DEMO AND A-3 EXTERIOR ELEVATIONS SHOW ON
 THE FRONT OF THE BUILDING THE REMOVAL OF THE SPANDREL
 PANELS AND REPLACE WITH LARGE MISSILE IMPACT GLAZING.
 THE SIDE ELEVATION SHOWS NEW DOUBLE DOORS. PLEASE
 PROVIDE PRODUCT APPROVALS FOR THE FOLLOWING:
 2020 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS, MULLIONS. ROOF HATCH.
 (B) WINDOWS & MULLIONS.
  
 4A) THE ARCHITECTURAL SHEETS SHOW THE REAR DELIVERY
 DOOR/ EXIT DOOR AS A PAIR OF SWING DOORS. THE PRODUCT
 APPROVAL SUBMITTED FOR THE REAR DELIVERY DOOR IS A ROLL
 UP DOOR. IF A ROLL UP DOOR IS TO BE USED, THEN CORRECT
 THE ARCHITECTURAL SHEETS AND THE ROLL UP DOOR CANNOT BE
 USED AS A EGRESS DOOR.
  
 4B) THE PRODUCT APPROVAL FROM OLDCASTLE 12-0109.06 IS A
 MIAMI-DADE NOA THAT HAD EXPIRED NOV. 18/ 2014. PLEASE
 UPDATE.
  
 5) 2ND REQUEST. IDENTIFY GLAZING/ MULLIONS. PLEASE
 IDENTIFY ON THE PRODUCT APPROVAL BEFORE SUBMITTING TO
 DESIGNER OF RECORD AND BEFORE SUBMISSION TO THE
 BUILDING DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING,
 PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF
 GLAZING, MULLION SIZE, LENGTH IF UNREINFORCED OR
 REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND
 ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2020 FBC-B
 1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL BE
 INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURERS
 INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE
 PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED
 BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS.
  
 6) 2ND REQUEST. 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.
  
 7) 2ND REQUEST, SEMI-COMPLIED. SHEET S0.1 PROVIDES THE
 WIND DESIGN CRITERIA BUT NOT THE PRESSURES FOR WALL
 ZONES 4 & 5 NOR THE ROOF ZONES 1,2 OR 3. DESIGN WIND
 PRESSURES TO BE USED FOR EXTERIOR COMPONENTS AND
 CLADDING MATERIALS SPECIFICALLY DESIGNED BY THE
 REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR THE
 DESIGN OF THE STRUCTURE, PSF. 2020FBC-B TABLE 1609.7(2)
 ADJUSTMENT FACTORS FOR HEIGHT & EXPOSURE. PROVIDE THE
 MEAN ROOF HEIGHT FOR THE BUILDING. ASCE 7-16 TABLE
 30.3.1. 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
 PLEASE NOTE FOR THE LOCATION THE VULT OF 168 WOULD
 EQUATE TO 130 VASD, NOT 144 VASD. IF THE DESIGNER OF
 RECORD WISHES TO DESIGN TO THE HIGHER DESIGN
 REQUIREMENTS YOU MAY, IT WILL EQUATE TO HIGH PSF PER
 SQUARE FOOT OF OPENING. CONVERT PRESSURES TO VASD.
  
 8) THIS REVIEW 2ND REVIEW THERE IS A ROOF TOP CURB BUT
 NOT A PRODUCT APPROVAL, NO TESTING REPORT .
 1ST ROUND OF COMMENTS. THE SUBMITTED ENGINEERED ROOF
 TOP CURB DOES NOT HAVE EITHER A MIAMI-DADE NOA LISTING
 NOR A FLORIDA APPROVAL, ALL PRODUCT APPROVALS WITHIN
 THE STATE OF FLORIDA ARE SUPPOSED TO HAVE 3RD PARTY
 QUALITY ASSURANCE PROGRAM IN AFFECT. LOCAL GOVERNMENT
 CAN HAVE THEIR OWN PROGRAM. THE CITY OF WEST PALM BEACH
 HAS THE SAME 10 CRITERIA AS THE STATE. 2020 FBC-B
 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)(D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, CURBS, ROOF TOP EXHAUST FANS,
 VENTILATORS ETC.
  
 9) BUILDING PROVISO: SHEET S1.1 SHOWS NEW STEEL SUPPORT
 ANGLES AND STEEL DECKING. THE DETAILS SHOW WHERE
 JOBSITE WELDING WILL BE REQUIRED FOR THE NEW ROOF TOP
 MECHANICAL EQUIPMENT.
  
 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 FOR FIELD WIELDING, ON THE JOB-SITE
 WIELDING. THIRD PARTY CERTIFICATION WILL BE REQUIRED.
 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
 2020 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.
  
 10A) 2ND REQUEST. THEE RESPONSE FROM THE STRUCTURAL
 ENGINEER IS THAT A ROOF HATCH HAS BEEN ADDED TO SHEET
 S1.1
 THE COVERSHEET LISTS THE ROOFTOP DECK AT A HEIGHT OF 18
 FEET 3 INCHES. 2020 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 THE ROOF OF A BUILDING SUCH
 THAT PERSONNEL WILL HAVE TO CLIMB HIGHER THAN 16 FEET
 ABOVE GRADE TO ACCESS SUCH EQUIPMENT OR APPLIANCES, AN
 INTERIOR OR EXTERIOR MEANS OF ACCESS SHALL BE PROVIDED.
  
  
 10B) 2ND REQUEST. 2017 FBC-B 1011.16 LADDERS. PERMANENT
 LADDERS SHALL NOT SERVE AS A PART OF THE MEANS OF
 EGRESS FROM OCCUPIED SPACES WITHIN A BUILDING.
 PERMANENT LADDERS SHALL BE PERMITTED TO PROVIDE ACCESS
 TO THE FOLLOWING AREAS:
 1.SPACES FREQUENTED ONLY BY PERSONNEL FOR MAINTENANCE,
 REPAIR OR MONITORING OF EQUIPMENT.
 5.NONOCCUPIED ROOFS THAT ARE NOT REQUIRED TO HAVE
 STAIRWAY ACCESS IN ACCORDANCE WITH SECTION
 1011.12.1.
 6.LADDERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
 SECTION 306.5 OF THE FLORIDA BUILDING CODE,
 MECHANICAL.
  
 11) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT
 REVIEW CYCLE.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
 WORKING HOURS ARE MON.- WED. 8:00 AM- NOON. PART-TIME/
 RETIRED.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 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 2021-03-02 Cont ID  
Sent By jwitmer Date 2021-03-02 Time 11:56 Rev Time  
Received By jwitmer Date 2021-03-02 Time 9:58 Sent To  
Notes
2021-03-02 11:55:07WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21020946
 ADD: 1670 45TH ST. TENANT SUITE NUMBER???? / AUTO ZONE
 CONT: TBD/ TO BE DETERMINED
 TEL: ???
 E-MAIL: [email protected]
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2020 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUES. MARCH 02ND/ 2021
 ACTION: DENIED
  
 1) THE PERMIT APPLICATION NOR THE TITLEBLOCK PROVIDE
 THE TENANT SUITE/ UNIT ADDRESS.
 2020 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.2.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
 EXTENT OF THE WORK PROPOSED.
 2020 FBC-B 501.2 ADDRESS IDENTIFICATION. NEW AND
 EXISTING BUILDINGS SHALL BE PROVIDED WITH APPROVED
 ADDRESS IDENTIFICATION.
  
 2) SHEET A0- COVER:
 2A) UNDER THE HEADING PROJECT SUMMARY THE OCCUPANT LOAD
 FOR THE MERCANTILE PORTION OF THE TENANT SPACE LIST THE
 OCCUPANT LOAD FACTOR AS 30. PLEASE BE AWARE THAT UNDER
 2017 FBC-B THE OCCUPANT LOAD WENT TO 60 SQ. FT./
 OCCUPANT. IN THE 2020 FBC-B TABLE 1004.5 FOR MERCANTILE
 THE OCCUPANT LOAD FACTOR HAS STAYED THE SAME AS IN THE
 2017 FBC-B AT 60 SQ. FT./ OCCUPANT. 3328/60= 56
 OCCUPANTS. PLEASE CORRECT THE PLANS. 56 + 11 = 67
 OCCUPANTS TOTAL LOAD.
  
 2B) UNDER THE HEADING PROJECT SUMMARY THE PLANS STATE
 LOCAL AMENDMENTS, NONE. PLEASE CORRECT, CHAPTER 1 THE
 ADMINISTRATIVE CODE, W 2020 WEST PALM BEACH AMENDMENTS
 TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION.
  
 3) SHEET A-1 THE FLOOR PLAN:
 3A) THERE IS NO LIFE SAFETY SHEET, JUST THE FLOOR PLAN.
 THE COVER SHEET INDICATED THIS IS A NON-SPRINKLERED
 BUILDING AND 2 EXITS REQUIRED. SHEET A THE 5 THE
 FIXTURE PLAN SHOWS AN EXITING PLAN. IT WOULD APPEAR
 THAT THE NEW DOUBLE DOORS AND RAMP ARE TO BE PART OF
 THE MEANS OF EGRESS SINCE THE FLOOR PLAN SHOWS TRAVEL
 DISTANCES. THE RACK STORAGE BEHIND THE BANK OF SALES
 COUNTERS IS MOSTLY 10 FEET TALL AND CONSIDERED THE
 STORAGE AREA. PLEASE SHOW HOW COMPLIANCE WITH SECTION
 1016.2.5 (2) OF THE 2020 FBC-B.
 2. MEANS OF EGRESS ARE NOT PROHIBITED THROUGH
 STOCKROOMS IN GROUP M OCCUPANCIES WHERE ALL
 OF THE FOLLOWING ARE MET:
 2.1. THE STOCK IS OF THE SAME HAZARD CLASSIFICATION AS
 THAT FOUND IN THE MAIN RETAIL AREA.
  
 2.2. NOT MORE THAN 50 PERCENT OF THE EXIT ACCESS IS
 THROUGH THE STOCKROOM.
  
 2.3. THE STOCKROOM IS NOT SUBJECT TO LOCKING FROM THE
 EGRESS SIDE.
  
 2.4. THERE IS A DEMARCATED, MINIMUM 44- INCH-WIDE (1118
 MM) AISLE DEFINED BY FULL- OR PARTIAL-HEIGHT FIXED
 WALLS OR SIMILAR CONSTRUCTION THAT WILL MAINTAIN THE
 REQUIRED WIDTH AND LEAD DIRECTLY.
  
 3B) 2020 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION 105.2.6. RACK
 STORAGE OVER 5FEET 9 INCHES TALL REQUIRES A SEPARATE
 RACK STORAGE PERMIT, WITH PLANS REVIEW, AND ASSOCIATED
 FEES.
  
 3C) SHEET A-1 THE FLOOR PLAN/ RACK STORAGE PLAN IS NOT
 A LIFE SAFETY PLAN AND SHEET E3 THE LIGHTING PLAN, ONLY
 SOWS THE EXIT LIGHTS AT THE EXIT DOORWAYS, PLEASE SHOW
 DIRECTIONAL EXIT LIGHTS WHERE THE RACK STORAGE IS OVER
 5 FEET 9 INCHES TALL ON BOTH THE A-1 SHEET AND E3
 LIGHTING SHEET. 2020 FBC-B SECTION 1013.1. WHERE
 REQUIRED. THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN
 EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS
 TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL IN
 CASES WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL IS
 NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS.
  
 3D) THERE IS NOT ANY CURRENT RAMP DETAIL SHOWING THE
 HEIGHT OR WIDTH OF THE TOP AND BOTTOM LANDINGS NOR OF
 THE RAMP ITSELF. SINCE THE RAMP IS PART OF THE MEANS OF
 EGRESS TO THE PUBLIC WAY PLEASE SHOW DETAILS IN
 COMPLIANCE WITH THE 2020 FBC-B SECTIONS:
 1012.2 SLOPE
 1012.3 CROSS SLOPE.
 1016.2 LANDINGS. 1016.2.1 SLOPE, 1016.2 WIDTH, 1016.3
 LENGTH
 1012.8 POSSIBILITY OF HANDRAILS
 1012.10 EDGE PROTECTION FOR THE RAMP
  
 4) SHEETS D1 DEMO AND A-3 EXTERIOR ELEVATIONS SHOW ON
 THE FRONT OF THE BUILDING THE REMOVAL OF THE SPANDREL
 PANELS AND REPLACE WITH LARGE MISSILE IMPACT GLAZING.
 THE SIDE ELEVATION SHOWS NEW DOUBLE DOORS. PLEASE
 PROVIDE PRODUCT APPROVALS FOR THE FOLLOWING:
 2020 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS, MULLIONS.
 (B) WINDOWS & MULLIONS.
  
 5) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE
 PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF
 RECORD AND BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED
 INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
 PRESSURES FOR EACH OPENING SIZE. 2020 FBC-B 1405.13.1
 INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN
 ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS.
 FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH
 INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM
 LOADS AND SPACING USED IN THE TESTS.
  
 6) 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.
  
 7) SHEET S0.1 PROVIDES THE WIND DESIGN CRITERIA BUT NOT
 THE PRESSURES FOR WALL ZONES 4 & 5 NOR THE ROOF ZONES
 1,2 OR 3. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED
 BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR
 THE DESIGN OF THE STRUCTURE, PSF. 2020FBC-B TABLE
 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & EXPOSURE.
 PROVIDE THE MEAN ROOF HEIGHT FOR THE BUILDING. ASCE
 7-16 TABLE 30.3.1. 1609.3.1 WIND SPEED CONVERSION VULT
 TO VASD. PLEASE NOTE FOR THE LOCATION THE VULT OF 168
 WOULD EQUATE TO 130 VASD, NOT 144 VASD. IF THE DESIGNER
 OF RECORD WISHES TO DESIGN TO THE HIGHER DESIGN
 REQUIREMENTS YOU MAY, IT WILL EQUATE TO HIGH PSF PER
 SQUARE FOOT OF OPENING.
  
 8) THE SUBMITTED ENGINEERED ROOF TOP CURB DOES NOT HAVE
 EITHER A MIAMI-DADE NOA LISTING NOR A FLORIDA APPROVAL,
 ALL PRODUCT APPROVALS WITHIN THE STATE OF FLORIDA ARE
 SUPPOSED TO HAVE 3RD PARTY QUALITY ASSURANCE PROGRAM IN
 AFFECT. LOCAL GOVERNMENT CAN HAVE THEIR OWN PROGRAM.
 THE CITY OF WEST PALM BEACH HAS THE SAME 10 CRITERIA AS
 THE STATE. 2020 FBC-B 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)(D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, CURBS, ROOF TOP EXHAUST FANS,
 VENTILATORS ETC.
  
 9) SHEET S1.1 SHOWS NEW STEEL SUPPORT ANGLES AND STEEL
 DECKING. THE DETAILS SHOW WHERE JOBSITE WELDING WILL BE
 REQUIRED FOR THE NEW ROOF TOP MECHANICAL EQUIPMENT.
  
 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 FOR FIELD WIELDING, ON THE JOB-SITE
 WIELDING. THIRD PARTY CERTIFICATION WILL BE REQUIRED.
 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
 2020 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.
  
 10A) THE COVERSHEET LISTS THE ROOFTOP DECK AT A HEIGHT
 OF 18 FEET 3 INCHES. 2020 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 THE ROOF OF A BUILDING SUCH
 THAT PERSONNEL WILL HAVE TO CLIMB HIGHER THAN 16 FEET
 ABOVE GRADE TO ACCESS SUCH EQUIPMENT OR APPLIANCES, AN
 INTERIOR OR EXTERIOR MEANS OF ACCESS SHALL BE PROVIDED.
  
  
 10B) 2017 FBC-B 1011.16 LADDERS. PERMANENT LADDERS
 SHALL NOT SERVE AS A PART OF THE MEANS OF EGRESS FROM
 OCCUPIED SPACES WITHIN A BUILDING. PERMANENT LADDERS
 SHALL BE PERMITTED TO PROVIDE ACCESS TO THE FOLLOWING
 AREAS:
 1.SPACES FREQUENTED ONLY BY PERSONNEL FOR MAINTENANCE,
 REPAIR OR MONITORING OF EQUIPMENT.
 5.NONOCCUPIED ROOFS THAT ARE NOT REQUIRED TO HAVE
 STAIRWAY ACCESS IN ACCORDANCE WITH SECTION
 1011.12.1.
 6.LADDERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
 SECTION 306.5 OF THE FLORIDA BUILDING CODE,
 MECHANICAL.
  
 11) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT
 REVIEW CYCLE.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
 WORKING HOURS ARE MON.- WED. 8:00 AM- NOON. PART-TIME/
 RETIRED.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 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 4 Status P Date 2021-04-21 Cont ID  
Sent By jleahy Date 2021-04-21 Time 10:04 Rev Time 0.00
Received By jleahy Date 2021-04-19 Time 13:26 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2021-03-30 Cont ID  
Sent By jleahy Date 2021-03-30 Time 07:05 Rev Time 0.00
Received By jleahy Date 2021-03-30 Time 07:05 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2021-03-16 Cont ID  
Sent By jleahy Date 2021-03-16 Time 07:33 Rev Time 0.00
Received By jleahy Date 2021-03-16 Time 07:33 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2021-02-24 Cont ID  
Sent By jleahy Date 2021-02-24 Time 08:08 Rev Time 0.00
Received By jleahy Date 2021-02-24 Time 08:01 Sent To  
Notes
2021-02-24 08:11:52ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 FLORIDA 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]
  
 PLANS SHOW PROPOSED ELECTRICAL WORK NEED TO SUBMIT AN
 ELECTRICAL LAYOUT OF ALL ELECTRICAL WORK.
Review Stop E-LOWVOLT ELECTRICAL LOW VOLTAGE
Rev No 2 Status P Date 2021-04-19 Cont ID  
Sent By jleahy Date 2021-04-19 Time 13:27 Rev Time 0.00
Received By jleahy Date 2021-04-19 Time 13:27 Sent To  
Notes
2021-04-19 13:27:51VOICE DATA AND ALARM JLEAHY
Review Stop E-LOWVOLT ELECTRICAL LOW VOLTAGE
Rev No 1 Status P Date 2021-03-30 Cont ID  
Sent By jleahy Date 2021-03-30 Time 07:06 Rev Time 0.00
Received By jleahy Date 2021-03-30 Time 07:06 Sent To  
Notes
2021-03-30 07:07:04VOICE DATA AND ALARM JLEAHY
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2021-02-24 Cont ID  
Sent By pleduc Date 2021-02-24 Time   Rev Time 0.00
Received By pleduc Date 2021-02-24 Time 15:44 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2021-05-06 Cont ID  
Sent By rmcdouga Date 2021-05-06 Time 08:39 Rev Time 0.00
Received By rmcdouga Date 2021-05-03 Time 09:10 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2021-05-06 Cont ID  
Sent By medwards Date 2021-04-22 Time 11:22 Rev Time 0.00
Received By rmcdouga Date 2021-04-14 Time 14:06 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2021-04-07 Cont ID  
Sent By lmarchan Date 2021-04-07 Time 12:36 Rev Time 0.00
Received By lmarchan Date 2021-03-26 Time 17:36 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2021-03-09 Cont ID  
Sent By cpuell Date 2021-03-09 Time 09:58 Rev Time 0.00
Received By cpuell Date 2021-02-19 Time 10:31 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2021-03-02 Cont ID  
Sent By jwitmer Date 2021-03-02 Time 11:59 Rev Time 0.00
Received By jwitmer Date 2021-03-02 Time 11:59 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2021-04-22 Cont ID  
Sent By medwards Date 2021-04-22 Time 11:18 Rev Time 0.00
Received By medwards Date 2021-04-22 Time 11:18 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2021-04-02 Cont ID  
Sent By medwards Date 2021-04-02 Time 08:16 Rev Time 0.00
Received By medwards Date 2021-04-02 Time 07:53 Sent To  
Notes
2021-04-02 08:28:352ND REVIEW FBC-2020 MECHANICAL
 PERMIT-21020946
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE
 FBC M- FLORIDA MECHANICAL CODE
 FBC EC- FLORIDA ENERGY CONSERVATION
 FBC FG- FLORIDA FUEL GAS
 FBC EX- FLORIDA EXISTING BUILDING CODE
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PLEASE NAME THE NEW SHEETS THE EXACT SAME AS THE
 PREVIOUS SHEETS SO THE SYSTEM WILL VERSION THE SHEETS,
 OLDER SHEETS HAVE BEEN LOCKED SO THEY WILL NOT PRINT.
  
 2) PLEASE PROVIDE THE REQUIRED OUTDOOR AIR CALCULATIONS
 FOR THIS TENANT SPACE BASED ON THE USE OF EACH SPACE
 I.E. BUSINESS AND STORAGE. FBC M 403.3.1.1 AND TABLE
 403.3.1.1
  
 3) IS THERE ANY EXHAUST REQUIRED IN THE STORAGE AREA
 BASED ON AMOUNT OF CHEMICALS BEING STORED? FBC 107.2.1
  
  
 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 2021-03-05 Cont ID  
Sent By medwards Date 2021-03-05 Time 08:42 Rev Time 0.00
Received By medwards Date 2021-03-05 Time 08:42 Sent To  
Notes
2021-03-05 08:43:021ST REVIEW FBC-2020 MECHANICAL
 PERMIT-21020946
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE
 FBC M- FLORIDA MECHANICAL CODE
 FBC EC- FLORIDA ENERGY CONSERVATION
 FBC FG- FLORIDA FUEL GAS
 FBC EX- FLORIDA EXISTING BUILDING CODE
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PLEASE PROVIDE MECHANICAL SIZING CALCULATIONS. FBC
 CE C403.2.2
  
 2) PLEASE SHOW THE PERMANENT LADDER LOCATION TO ACCESS
 THE RTUS. FBC M 306.5
  
 3) THE RTU SCHEDULE SHOULD SHOW THE OUTDOOR AIR BEING
 BROUGHT IN FOR EACH UNIT. FBC 107.2.1
  
  
 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 P PLUMBING
Rev No 4 Status P Date 2021-05-05 Cont ID  
Sent By tklarge Date 2021-05-05 Time 06:21 Rev Time 0.00
Received By tklarge Date 2021-05-05 Time 05:45 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2021-04-21 Cont ID  
Sent By tklarge Date 2021-04-21 Time 11:42 Rev Time 0.00
Received By tklarge Date 2021-04-21 Time 05:39 Sent To  
Notes
2021-04-21 08:47:291) SHT.A-5 - THE NOTE ON THE PLAN THAT REFERS TO THE
 CLEARANCE AROUND THE WATER CLOSET STATES THAT THE 60
 INCHES MINIMUM SHALL BE MEASURED FROM THE SIDE WALL OF
 THE WATER CLOSET YET THE PLAN VIEW APPEARS TO SHOW THE
 60 INCHES MEASURED FROM THE REAR WALL OF THE WATER
 CLOSET. THE FLOOR PLAN IS CONFUSING AND VAGUE REGARDING
 THIS DIMENSION. CLARIFY. WPB AMEND. TO FBC SEC. 107.2.1
 2) SUBMIT A CONCRETE SLAB DETAIL SHOWING HOW THE SLAB
 CUTOUT FOR THE RELOCATION OR INSTALLATION OF PLUMBING
 LNES WILL BE REPAIRED TO MAINTAIN THE STRUCTURAL
 INTEGRITY OF THE SLAB. INDICATE THE SIZE OF REINFORCING
 BARS TO BE USED, THE EMBEDMENT DEPTH THAT THE REBAR
 WILL BE DOWELED INTO THE EXISTING SLAB, HOW THE DOWELS
 WILL BE SET IN THE EXISTING SLAB, AND THE SPACING ON
 CENTER OF THE DOWELS. SHOW THE THICKNESS OF THE
 EXISTING SLAB & THE REPAIR. A VAPOR BARRIER AND TERMITE
 POISONING IS REQUIRED.WPB AMEND. TO 2010 FBC
 SEC.107.2.1.2ND REQUEST.
 3) SHT. P-1 - THE DRINKING FOUNTAIN DRAIN SHALL CONNECT
 TO THE HORIZONTAL BUILDING DRAIN DOWNSTREAM OF THE
 WATER CLOSETS. THE DRINKING FOUNTAIN IS STILL
 DISHARGING INTO A HORIZONTAL WET VENT. 2ND REQUEST.
 4) SHT. P-1 - THE SANITARY RISER SHOWS AN 1- 1/2 INCH
 BRANCH VENT FOR A 4 INCH DRAIN.THE DIAMETER OF THE VENT
 SHALL BE NO LESS THAN THAN 1/2 THE DIAMETER OF THE
 DRAIN SERVED PER FBC-PLUMBING SEC. 906.1.
 5) SHT. A-2 - DETAIL #11 SHOWS THE GRAB BEING MEASURED
 TO THE CENTERLINE OF THE GRAB BAR. THE HEIGHT OF THE
 GRAB BAR SHALL BE MEASURED TO THE TOP OF THE GRIPPING
 SURFACE. FBC-ACCESS. SEC.609.4.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2021-04-07 Cont ID  
Sent By tklarge Date 2021-04-07 Time 12:17 Rev Time 0.00
Received By tklarge Date 2021-04-07 Time 10:30 Sent To  
Notes
2021-04-07 11:24:501) SHT. A-5 - SHOW THE CLEAR FLOOR SPACE FOR THE WATER
 CLOSETS ON THE PLAN. COMPLY WITH FBC-ACCESS. SEC.
 604.3.1. SHOW THE REQUIRED CLEARANCE ON THE PLANS.2ND
 REQUEST.
 2) SHT. A-2 - DETAIL #8 - THE HEIGHT OF THE LAVATORY
 FROM THE FINISH FLOOR APPEARS TO BE MEASURED TO THE
 BACK OF THE LAVATORY. LAVATORIES SHALL BE INSTALLED
 WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER
 SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOOR OR
 GROUND. FBC-ACCESS. SEC.606.3.
 3) SHT. P-1 STILL SHOWS THE BACKFLOW PREVENTION DEVICE
 YET THE RESPONSE NARRATIVE STATES THE DEVICE HAS BEEN
 REMOVED. CLARIFY.
 4) THE PLUMBING SHEET IS NOT DIGITALLY SIGNED AND
 SEALED AS REQUIRED BY FL. ADMIN. CODE RULE
 61G15-23.004, 61G15-23.005. 2ND REQUEST.
 5) PROVIDE A SLAB REPAIR DETAIL FOR REVIEW. THE
 RESPONSE STATING THE DETAIL TO BE PROVIDED BY OTHERS IS
 NOT ACCEPTABLE. WPB AMEND. TO FBC SEC. 107.2.1. 2ND
 REQUEST.
 6) SHT. P-1 - THE DRINKING FOUNTAIN CANNOT DISCHARGE
 INTO THE HORIZONTAL WET VENT. FBC-PLUMBING SEC.912.1.
 2ND REQUEST.
 7) SHT. P-1 - DETAIL #7 - THE WATER CLOSETS ARE STLL
 SHOWN AS BEING LOCATED 1'-11" TO THE CENTERLINE OF THE
 WATER CLOSETS. THE REQUIRED DIMENSION SHALL BE 16"-18"
 TO THE CENTERLINE OF THE WATER CCLSET FROM THE ADJACENT
 WALL. FBC-ACCESS. SEC. 604.2.2ND REQUEST.
 8) SHT. P-1 - DETAIL #6 - NOTE "B". THE THICKNESS OF
 THE INSULATION ON THE HOT WATER PIPING SHALL COMPLY
 WITH FBC-ENERGY TABLE C403.2.10. THE MINIMUM THICKNESS
 SHALL BE 1 INCH.
 9) THE RESPONSE NARRATIVE STATES A CONDENSATE DRAINAGE
 SYSTEM HAS BEEN INCLUDED ON THE PLANS BUT I COULD NOT
 LOCATE. SPECIFY HICH SHEET THE PLAN IS ON. WPB AMEND.
 TO FBC SEC. 107.2.1.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2021-03-01 Cont ID  
Sent By lcrespo Date 2021-03-01 Time 16:22 Rev Time 0.00
Received By lcrespo Date 2021-03-01 Time 11:32 Sent To  
Notes
2021-03-01 16:53:2403/01/21 1ST PLUMBING REVIEW**DENIED** WITH COMMENTS
  
 NOTE - A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS
 TIME, AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE
 GENERATED UPON THE RE-REVIEW OF SUBMITTED CORRECTIONS.
  
 1. ON SHEET A-2;
  
 A. PLEASE SHOW THE DRINKING FOUNTAIN IN FRONT OF THE
 TWO RESTROOMS PER THE WPB AMENDMENTS TO THE FBC SEC.
 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 B. ON THE DRINKING FOUNTAINS FIXTURE, PLEASE SHOW THE
 30 X 48 IN. CLEAR FLOOR SPACE FOR A FORWARD APPROACH TO
 THE WHEELCHAIR PER THE 2020 FBC ACC SEC. 602.2 CLEAR
 FLOOR SPACE AND 305.5 POSITION.
  
 C. PLEASE SHOW THE CLEAR FLOOR SPACE AND DIMENSIONS FOR
 THE LAVATORY, TOILET, AND DRINKING FOUNTAIN ON DIAGRAM
 SEVEN PER THE 2020 FBC ACC SEC. 606.2. 2 CLEAR FLOOR
 SPACE. THE CLEAR FLOOR SPACE SHALL BE 60" INCHES
 MINIMUM MEASURED PERPENDICULAR FROM THE SIDEWALL, AND
 56" INCHES MINIMUM MEASURED PERPENDICULAR FROM THE REAR
 WALL PER THE 2020 FBC ACC. SEC. 604.3.1.
  
 D. PLEASE SHOW THE LOCATION OF THE WATER CLOSET FLUSH
 CONTROL PER THE 2020 FBC SEC. 604.6 FLUSH CONTROLS.
  
 E. PLEASE PROVIDE DETAIL SHOWING THE LAVS HEIGHT OF 34"
 INCHES MAXIMUM PER THE 2020 FBC ACC SEC. 606.3.
  
 F. THE TOILET PAPER DISPENSERS ON DIAGRAM EIGHT SHALL
 BE 7" INCHES MINIMUM AND 9" INCHES MAXIMUM IN FRONT OF
 THE WATER CLOSET MEASURED TO THE CENTERLINE OF
 DISPENSER PER THE 2020 FBC ACC SEC. 604.7.
  
 G. LAVATORY WATER SUPPLY AND DRAINPIPES UNDER THE SIDE
 SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT
 AGAINST CONTACT PER THE 2020 FBC ACC SEC. 606.5.
  
 H. PLEASE SHOW TOILET 17" INCHES TO 19" INCHES MAXIMUM
 MEASURED TO THE TOP OF THE SEAT ON DIAGRAM EIGHT PER
 THE 2020 FBC ACC SEC. 604.4 SEATS.
  
 I. PLEASE PROVIDE A NOTE THAT THE SEAT SHALL BE OF THE
 HINGED OPEN-FRONT TYPE PER THE 2020 FBC P 425.3 WATER
 CLOSET SEATS.
  
 J. PLEASE SHOW THE WATER CLOSET ON DIAGRAM EIGHT, THE
 CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES
 MINIMUM TO 18 INCHES MAXIMUM FROM THE SIDE PER THE 2020
 FBC ACC SEC. 604.2 LOCATION.
  
 K. A VERTICAL GRAB BAR IS NOT ALLOWED; GRAB BARS SHALL
 BE INSTALLED IN A HORIZONTAL POSITION PER THE 2020 FBC
 ACC SEC. 609.4.
  
 L. IN DIAGRAM SEVEN, IT REFERS TO THE WATER FOUNTAIN
 ELEVATION OF 3/ A-2, AND IT SHOULD BE A-4; PLEASE
 CHANGE PER THE WPB AMENDMENTS TO THE FBC SEC. 107.2.1
 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 M. PLEASE SHOW THE REAR GRAB BAR LOCATION PER THE 2020
 FBC ACC SEC. 604.5.2 REAR WALL.
  
 N. PLEASE PROVIDED DETAIL FOR GRAB BAR BACKING PER THE
 WPB AMENDMENTS TO THE FBC SEC. 107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS.
  
 2. ON SHEET P-2;
  
 A. THERE IS A BACKFLOW RPZ IN THE BUILDING. IS IT A
 CONTAINMENT REDUCED PRINCIPAL ZONE BACKFLOW. IF SO, IT
 WILL BE REQUIRED AT THE WATER METER AND INSTALLED BY A
 LICENSED CONTRACTOR WITH A SEPARATE PERMIT. THIS RPZ
 WILL NEED TO BE CERTIFIED BY THE CITY OF WEST PALM
 BEACH UTILITIES DEPARTMENT ACCORDING TO THEIR CROSS
 CONNECTION CONTROL MANUAL PAGE 11 (C). IF THIS IS AN
 ISOLATION BACKFLOW, IT WILL BE REQUIRED TO BE CERTIFIED
 BY A LICENSED BACKFLOW CONTRACTOR. A REPORT MUST BE
 FILLED OUT AND BE WITH THE PERMIT AT FINAL AS THE
 INSPECTOR MUST TAKE FOR CITY RECORDS. PLEASE NOTE IF
 ISOLATION, A DRAIN WILL BE REQUIRED FOR THE BACKFLOW
 DISCHARGE AS AN INDIRECT WASTE. ALSO, CONTAINMENT
 BACKFLOW WILL NEED TO BE WITHIN 5 FEET FROM THE METER
 AND ACCESSIBLE. ANY DEVIATION WOULD HAVE TO BE APPROVED
 BY THE CITY OF WPB UTILITIES DEPARTMENT.
  
 B. SIGNED AND SEALED DRAWINGS NEED TO BE
 DIGITALLY/ELECTRONICALLY SIGNED BY THE ENGINEER OR
 ARCHITECT TO BE USED IN ELECTRONIC PLAN REVIEW - OR -
 IF YOUR ENGINEER DOES NOT HAVE AN ELECTRONIC OR DIGITAL
 SIGNATURE - PLEASE DROP OFF (CITY HALL DROPBOX) THE
 ORIGINAL SIGNED AND SEALED DOCUMENT ALONG WITH A "PLAN
 REVIEW REQUEST FORM" EXPLAINING THE REASON FOR
 SUBMITTING THE DOCUMENT OR DRAWINGS. THE PLAN REVIEW
 REQUEST FORM CAN BE OBTAINED BY EMAILING [email protected] AND
 ASKING FOR THE FORM.
  
 C. PLEASE PROVIDE DETAIL FOR THE SLAB REPAIR PER THE
 WPB AMENDMENTS TO THE FBC SEC. 107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS.
  
 D. ON DIAGRAM ONE, THE DRINKING FOUNTAIN AND THE SINK
 CANNOT DISCHARGE INTO A HORIZONTAL WET VENT PER THE
 2020 FBC SEC. P 912.1.
  
 E. ON DIAGRAM SEVEN, THE WATER CLOSET SAYS 1' 11",
 PLEASE REFER TO COMMENT ONE LETTER J FOR CORRECT
 SPACING PER THE WPB AMENDMENTS TO THE FBC SEC.107.2.1
 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 F. DRAIN TEMPERATURE RELIEF LINE SHALL DISCHARGE INTO
 THE DRAIN PAN, NOT THE MOP SINK PER THE 2020 FBC SEC. P
 504.6(5).
  
 G. ON DIAGRAM NINE, PLEASE REMOVE URINAL AND ANY
 DETAILS ON THIS PAGE THAT DO NOT PERTAIN TO THESE PLANS
 PER THE WPB AMENDMENTS TO THE FBC SEC. 107.2.1
 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 H. ON DIAGRAM SIX, IT REFERS TO INSULATION; PLEASE GIVE
 THE THICKNESS AND R FACTOR ALONG WITH THE COMMENT THAT
 PIPE UNDERGROUND OR NOT IN CONDITION SPACE NEED TO BE
 INSULATED WITH A MINIMUM R-3 PER THE 2020 FBC SEC. RE
 403.5.3.
  
 3. PLEASE PROVIDE A CONDENSATE DIAGRAM FOR HVAC UNITS
 OR SUBMIT DETAIL OF THE DRYWALL FOR THE CONDENSATE LINE
 PER THE WPB AMENDMENTS TO THE FBC SEC.107.2.1
 INFORMATION ON CONSTRUCTION DOCUMENTS. CONDENSATE NEEDS
 TO BE 1' AWAY FROM THE 2020 FBC B1503.7 PROTECTION
 STRUCTURE AGAINST DECAY AND TERMITES.
  
 WHEN RESUBMITTING PLANS, PLEASE INDICATE THE REVISION &
 REMOVE ANY VOIDED SHEETS & REPLACE ANY NECESSARY PAGES.
 A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 HTTPS://CODES.ICCSAFE.ORG/CODES/FLORIDA
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2021-05-05 Cont ID  
Sent By medwards Date 2021-05-05 Time 11:02 Rev Time 0.00
Received By medwards Date 2021-05-05 Time 11:02 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2021-04-22 Cont ID  
Sent By medwards Date 2021-04-22 Time 11:21 Rev Time 0.00
Received By medwards Date 2021-04-22 Time 11:21 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2021-04-02 Cont ID  
Sent By medwards Date 2021-04-02 Time 08:30 Rev Time 0.00
Received By medwards Date 2021-04-02 Time 08:29 Sent To  
Notes
2021-04-02 08:30:52PLEASE SEE 1ST REVIEW COMMENTS. ME
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2021-03-05 Cont ID  
Sent By medwards Date 2021-03-05 Time 08:51 Rev Time 0.00
Received By medwards Date 2021-03-05 Time 08:43 Sent To  
Notes
2021-03-05 08:53:19THE MEP SHEETS MUST BE DIGITALLY SIGNED AND SEALED OR
 YOU MAY BRING ORIGINAL SIGNED AND SEALED PAPER DRAWINGS
 TO YOU OFFICE TO BE SCANNED.
  
 PER THE WPB AMENDMENTS TO THE FBC, EACH SHEET OF PLAN
 (INCLUDING THE SUPPORTING DOCUMENTS) IS REQUIRED TO BE
 SIGNED AND SEALED BY THE PERSON RESPONSIBLE FOR THE
 DESIGN. A DIGITAL PLAN REQUIRES A DIGITAL SIGNATURE
 WITH THE PROPER THIRD PARTY VERIFICATION. PROVIDE
 CORRECTION. ALTERNATIVELY, A SIGNED/SEALED PAPER SET
 MAY BE SUPPLIED TO THE BUILDING DEPARTMENT WHEN ALL
 TRADES ARE APPROVED. WPB FBC 107.1; FS 471/481
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop Z ZONING
Rev No 3 Status P Date 2021-05-05 Cont ID  
Sent By awooten Date 2021-05-05 Time   Rev Time 0.00
Received By awooten Date 2021-05-05 Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2021-04-28 Cont ID  
Sent By awooten Date 2021-04-28 Time   Rev Time 0.00
Received By awooten Date 2021-04-28 Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2021-02-26 Cont ID  
Sent By awooten Date 2021-02-26 Time   Rev Time  
Received By awooten Date 2021-02-26 Time   Sent To  
Notes
***NONE***


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