Plan Review Details - Permit 23011309
Plan Review Stops For Permit 23011309
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2023-02-18 Cont ID  
Sent By cpuell Date 2023-02-18 Time 06:32 Rev Time 0.00
Received By cpuell Date 2023-02-18 Time 06:32 Sent To  
Notes
2023-02-18 06:33:23APPLICANT REACHED OUT THE CORRECT ADDRESS IS 2771 S
 DIXIE HWY, UPDATED PERMIT
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2023-02-14 Cont ID  
Sent By cpuell Date 2023-02-14 Time 12:41 Rev Time 0.00
Received By cpuell Date 2023-02-14 Time 12:41 Sent To  
Notes
2023-02-14 12:46:092751 S DIXIE HWY IS THE ADDRESS FOR THE PARCEL NOT THE
 ADDRESS FOR THIS TENANT SPACE. ALL THE TENANT SPACES
 HAVE BEEN ASSIGNED ADDRESSES PLEASE REACH OUT TO THE
 DEVELOPER OR LEASING AGENT TO FIND OUT THE APPROVED
 ADDRESS. FAILING THAT PLEASE PROVIDE A SITE PLAN
 SHOWING THE LOCATION OF THE PROPOSED TENANT SPACE FOR
 THE ADDRESSING DEPARTMENT TO INFORM YOU OF THE CORRECT
 ADDRESS, [email protected] OR CALL 561-805-6659
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 3 Status P Date 2023-04-11 Cont ID  
Sent By jwitmer Date 2023-04-11 Time 13:11 Rev Time 0.00
Received By jwitmer Date 2023-04-11 Time 13:05 Sent To  
Notes
***NONE***
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status F Date 2023-03-15 Cont ID  
Sent By jwitmer Date 2023-03-15 Time 06:14 Rev Time 0.00
Received By jwitmer Date 2023-03-15 Time 05:46 Sent To  
Notes
2023-03-15 06:14:45COMMERCIAL ASBESTOS
 TO THE BUILDING CONTRACTOR:
 PALM BEACH COUNTY HEALTH DEPARTMENT NEEDS VERIFICATION
 THE CONTRACTORS ARE AWARE OF THIS FL. STATE STATUTE.
 PLEASE PROVIDE A SIGNED ACKNOWLEDGEMENT FROM THE
 CONTRACTOR, ON THE CONTRACTOR???S 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:
 HTTPS://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVIC
 ES/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION
 -RENOVATION.HTML
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN
 PDF FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE
 INCLUDE THE PERMIT NUMBER AND "ASBESTOS" IN THE SUBJECT
 LINE.
  
 JAMES A. WITMER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2023-02-14 Cont ID  
Sent By jwitmer Date 2023-02-14 Time 09:18 Rev Time 0.00
Received By jwitmer Date 2023-02-13 Time 14:31 Sent To  
Notes
2023-02-14 09:19:13COMMERCIAL ASBESTOS
 TO THE BUILDING CONTRACTOR:
 PALM BEACH COUNTY HEALTH DEPARTMENT NEEDS VERIFICATION
 THE CONTRACTORS ARE AWARE OF THIS FL. STATE STATUTE.
 PLEASE PROVIDE A SIGNED ACKNOWLEDGEMENT FROM THE
 CONTRACTOR, ON LETTERHEAD, STATING THAT THE
 INSTRUCTIONS ON THE WEBSITE OF ASBESTOS PROGRAM
 COORDINATOR, FLORIDA DEPARTMENT OF HEALTH PALM BEACH
 COUNTY WILL BE FOLLOWED, AND THAT NOTIFICATION WILL BE
 GIVEN TIMELY. ADDITIONAL INFORMATION REGARDING ASBESTOS
 REQUIREMENTS CAN BE FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN
 PDF FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE
 INCLUDE THE PERMIT NUMBER AND "ASBESTOS" IN THE SUBJECT
 LINE.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2023-06-21 Cont ID  
Sent By jwitmer Date 2023-06-21 Time 08:59 Rev Time 0.00
Received By jwitmer Date 2023-06-21 Time 07:30 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2023-05-24 Cont ID  
Sent By jwitmer Date 2023-05-24 Time 13:00 Rev Time 0.00
Received By jwitmer Date 2023-05-24 Time 11:11 Sent To  
Notes
2023-05-24 13:00:34WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING REVIEW
 W. P. B. PERMIT: 23011309
 ADD: 2771 S. DIXIE HWY.
 CONT: DABAZZO DEVELOPMENT
 TEL: 727-220-6940
 E-MAIL: [email protected]
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2020 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 3RD REVIEW
 DATE: WED. MAY 24TH/ 2023
 ACTION: DENIED
  
 1-4) COMPLIED.
  
 5) 3RD REQUEST. THE BUILDING DEPARTMENT UNDERSTANDS THE
 OWNERS REQUEST TO LIMIT THE BUILDING TO 495 OCCUPANTS.
 WHEN LOOKING AT BUILDINGS ESPECIALLY ASSEMBLY
 OCCUPNCIES WE LOOK AT THE WORST CASE SCENARIO OR 768
 OCCUPANTS. THE ISSUE WITH THRESHOLD STATUTES WE HAVE NO
 CONTROL OVER. THERE ARE AREAS IN YOUR BUILDING ANALYSIS
 WHERE YOU NEED TO TAKE A CLOSER LOOK, FOR EXAMPLE YOU
 SHOW THE BUSINESS OCCUPANCY FACTOR OF 100 SF GROSS
 WHEREAS THE 2020 FBC-BUILDING CODE TABLE 1004.5 USES A
 FACTOR OF 150 SF/ OCCUPANT. THE COURT IS POSSIBLY
 ANOTHER AREA WHERE THE OCCUPANT LOAD COULD BE REDUCED.
  
  
 1ST ROUND OF COMMENTS. THIS PORTION OF THE BUILDING IS
 TO BE CLASSIFIED AS AN THRESHOLD BUILDING, FL. S. S.
 553.71 (7) ANY BUILDING WHICH HAS AN ASSEMBLY OCCUPANCY
 WHICH EXCEEDS 5,000 SQ. FT. IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS, AS STATED ON PLAN
 796 OCCUPANTS.
  
 5A) 3RD REQUEST. 109.3.6.1 THRESHOLD INSPECTION PLAN.
 THE ENFORCING AGENCY SHALL REQUIRE A (WRITTEN/ TYPED)
 SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON
 A THRESHOLD BUILDING PURSUANT TO A STRUCTURAL
 INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD. THE
 STRUCTURAL INSPECTION PLAN MUST BE SUBMITTED TO THE
 ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A THRESHOLD BUILDING.
 THE PURPOSE OF THE STRUCTURAL INSPECTION PLAN IS TO
 PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO
 THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR
 COMPLIANCE WITH THE PERMITTED DOCUMENTS.
  
 5B) 3RD REQUEST. THE THRESHOLD INSPECTION FORMS CONSIST
 OF PAGES 6-8, ONLY PAGE 8 WAS SIGNED AND SUBMITTED.
 THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S
 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS
 REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS
 ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH
 INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND
 REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE
 PLACE.
  
 5C) 3RD REQUEST. THRESHOLD BLDG., REQUIRED STATEMENT:
 W.P.B. AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING
 WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE
 ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT
 THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S
 KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE
 APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE
 LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 5D-E) COMPLIED, RESUME???.
  
 5F) NEW COMMENT. THIS REVIEW THE OCCUPANCY WENT FROM
 MIXED USE TO AN A-3 WITH ACCESSORY USE. PLEASE REVIEW
 IN THE 2020 FBC-BUILDING CODE SECTION 508.2.3 THE
 AGGREGATE ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE
 THAN 10 % OF THE FLOOR AREA. TOTAL SQUARE FOOT AREA OF
 TENANT SPACE IS 30,079 SF, 10% OF THIS AREA IS 3,0087
 SF. BUSINESS, DAYCARE AND LOCKER ROOMS ARE 10,034 SF
 OVER THE ALLOWED 10% FLOOR AREA. MUST BE A MIXED
 OCCUPANCY.
  
 6-14) COMPLIED.
 15) A TRANSMITTAL LETTER / NARRATIVE LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF
 THE REVISION MADE, IDENTIFYING THE SHEET OR
 SPECIFICATION PAGE WHERE THE CHANGES CAN BE FOUND WILL
 HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR
 ANTICIPATED COOPERATION.
  
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT
 REMARKS MAYBE MADE IN THE NEXT REVIEW CYCLE.
  
 MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM
 PART-TIME/ SEMI-RETIRED.
  
 IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET
 BACK INTO THE OFFICE CALL
 (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL.
 THANK YOU.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2023-03-15 Cont ID  
Sent By jwitmer Date 2023-03-15 Time 09:15 Rev Time 0.00
Received By jwitmer Date 2023-03-15 Time   Sent To  
Notes
2023-03-15 09:14:57WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING AUDIT
 W. P. B. PERMIT: 23011309
 ADD: 2771 S. DIXIE HWY.
 CONT: DABAZZO DEVELOPMENT
 TEL: 727-220-6940
 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: WED. MARCH 15TH/ 2023
 ACTION: DENIED
  
 1-4) COMPLIED.
  
 5) 2ND REQUEST. THE BUILDING DEPARTMENT UNDESTANDS THE
 OWNERS REQUEST TO LIMIT THE BUILDING TO 499 OCCUPANTS.
 WHEN LOOKING AT BUILDINGS EXSPECAILLY ASSEMBLY
 OCCUPNCIES WE LOOK AT THE WORSE CASE SCENIRO FOR
 EXITING WHICH YOUR BUILDING COMPLIES. THE ISSUE WITH
 THRESHOLD STATUTES WE HAVE NO CONTROL OVER. THERE ARE
 AREAS IN YOUR BUILDING ANALYSIS WHERE YOU NEED TO TAKE
 A CLOSER LOOK, FOR EXAMPLE YOU SHOW THE BUSINESS
 OCCUPANCY FACTOR OF 100 SF GROSS WHEREAS THE 2020
 FBC-BUILDING CODE TABLE 1004.5 USES A FACTOR OF 150 SF/
 OCCUPANT. THE COURT IS POSSIBLY ANOTHER AREA WHERE THE
 OCCUPANT LOAD COULD BE REDUCED. PLEASE TAKE A LOOK AT
 SECTION 1004.1.2 THE EXCEPTION TO A REDUCED OCCUPANT
 LOAD, PLEASE SUBMIT A REDUCED OCCUPANT LOAD ANALYSIS
 FOR THE BUILDING OFFICIAL TO REVIEW TO SEE IF HE WILL
 APPROVE THE CONCEPT. THIS SAME DESIGN THEN SHOULD BE
 USED FOR THE PLUMBING FIXTURE COUNT. YOU WILL NEED TO
 SHOW WHERE THE REDUCED OCCUPANT LOAD IF APPROVED
 COMPLIES WITH THE 2020 FBC-BUILDING TABLE 2902.1 &
 PLUMBING CODE TABLE 403.1.
  
 1ST ROUND OF COMMENTS. THIS PORTION OF THE BUILDING IS
 TO BE CLASSIFIED AS AN THRESHOLD BUILDING, FL. S. S.
 553.71 (7) ANY BUILDING WHICH HAS AN ASSEMBLY OCCUPANCY
 WHICH EXCEEDS 5,000 SQ. FT. IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS, AS STATED ON PLAN
 796 OCCUPANTS.
 5A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING
 AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL
 INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A
 THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION
 PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL
 INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING
 AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
 THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE
 OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE
 SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT
 THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
 5B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S
 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS
 REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS
 ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH
 INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND
 REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE
 PLACE.
  
 5C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B.
 AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH
 ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT
 OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE
 BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE
 PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
 FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 5D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
  
 5E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 6-8) COMPLIED.
  
  
  
 9A) 2ND REQUEST. THE RESPONSE LETTER INDICATES PER THE
 OWNERS TENANT AGREEMENT, THE LANDLORD RETAINS
 RESPONSIBILITY FOR MAINTENANCE OF THE ROOF TOP
 EQUIPMENT. PLEASE SHOW HOW ACCESS IS TO BE OBTAINED,
 ACCESS ROUTE AND THE DOCUMENT IN QUESTION TO BE
 SUBMITTED FOR REVIEW AND APPROVAL.
  
 1ST ROUND OF COMMENTS. SHEET A104 ROOF PLAN, NOR M103
 OR M104 SHOW ACCESS TO THE ROOF FOR ROOF TOP AIR
 HANDLERS. 2020 FBC-M 306.5 EQUIPMENT AND APPLIANCES ON
 ROOFS OR ELEVATED STRUCTURES.
 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. SUCH ACCESS SHALL NOT
 REQUIRE CLIMBING OVER OBSTRUCTIONS GREATER THAN 30
 INCHES IN HEIGHT OR WALKING ON ROOFS HAVING A SLOPE
 GREATER THAN 4 UNITS VERTICAL IN 12 UNITS HORIZONTAL
 (33-PERCENT SLOPE). SUCH ACCESS SHALL NOT REQUIRE THE
 USE OF PORTABLE LADDERS. WHERE ACCESS INVOLVES CLIMBING
 OVER PARAPET WALLS, THE HEIGHT SHALL BE MEASURED TO THE
 TOP OF THE PARAPET WALL.
  
 9B) ROOF TOP HATCHES/ ROOF ACCESS/ 2020 FBC-B
 1011.12.2. IN BUILDINGS THAT DO NOT HAVE AN OCCUPIED
 ROOF SHALL BE PERMITTED TO BE A ROOF HATCH OR TRAP DOOR
 NOT LESS THAN 16 SQUARE FEET IN AREA AND HAVING A
 MINIMUM DIMENSION OF 2 FEET.
  
  
  
 9C) NEW COMMENT!!!!
 BOTH SHEETS M103 & M104 SHOW NEW ROOF TOP AIR HANDLERS
 ON THE ROOF DECK. SHEET M701 PACKAGED ROOFTOP AIR
 CONDITIONER TIE-DOWN DETAIL, IS A GENERIC DESIGN,
 STATES THE DESIGN IS TO COMPLY WITH THE FLORIDA
 BUILDING CODE SECTION 1609 FOR WIND LOADS. THERE ARE NO
 DETAILS FOR NEW ROOF PENETRATIONS, ADDITIONAL STEEL
 ROOF FRAMING, WELDING INFORMATION FOR NEW ROOF FRAMING
 TO BAR JOIST, NO ANALYSES FOR ANCHORING OF CURB TO ROOF
 FRAMING NOR THE ATTACHMENT OF RTU TO THE ROOF CURB.
 2020 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND
 PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING.
 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.
 2020 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 9D) NEW COMMENT (03/21/2023) THIS BUILDING WAS
 REMODELED AS A SHELL PERMIT WITH TENANT FIT UPS. WITH
 THE BUILDING HAVING AN ASSEMBLY OCCUPANCY GREATER THAN
 300 THE BUILDING RISK CATEGORY GOES FROM II TO RISK
 CATEGORY III WITH 180 VULT WINDS VULT. THE STRUCTURAL
 ENGINEER IS GOING TO HAVE TO DO A STRUCTURAL ANLYSIS ON
 THE BUILDING AND COMPONENTS AND CLADDING. SEE 2020
 FBC-TABLE 1604.5 & 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.
  
 10C-E) BUILDING PROVISO: WET WALLS, MENS URINALS & ALL
 TOILET STALLS COMPLIANCE WITH 2020 FBC-BUILDING CODE
 1210.2.2 SEE SHEET A420 12 "X12" CERAMIC TILE.
  
 11-14) COMPLIED.
  
 15) A TRANSMITTAL LETTER / NARRATIVE LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF
 THE REVISION MADE, IDENTIFYING THE SHEET OR
 SPECIFICATION PAGE WHERE THE CHANGES CAN BE FOUND WILL
 HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR
 ANTICIPATED COOPERATION.
  
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT
 REMARKS MAYBE MADE IN THE NEXT REVIEW CYCLE.
  
 MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM
 PART-TIME/ SEMI-RETIRED.
  
 IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET
 BACK INTO THE OFFICE CALL
 (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL.
 THANK YOU.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2023-02-14 Cont ID  
Sent By jwitmer Date 2023-02-14 Time 09:17 Rev Time 0.00
Received By jwitmer Date 2023-02-13 Time 14:31 Sent To  
Notes
2023-02-14 09:17:37WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING AUDIT
 W. P. B. PERMIT: 23011309
 ADD: 2751 S. DIXIE HWY.
 CONT: DABAZZO DEVELOPMENT
 TEL: 727-220-6940
 E-MAIL: [email protected]
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2020 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: MON. FEB.13TH/ 2023
 ACTION: DENIED
  
 1) IT APPEARS A SITE PLAN IS NEEDED OR KEY PLAN
 INDICATING THE LOCATION OF THIS TENANT SPACE WITHIN THE
 BUILDING, THE LIFE SAFETY BUILDING INFORMATION STATES
 STRIP CENTER DEMISING WALLS/ OTHER TENANTS??? EAST
 SIDE, WEST SIDE NORTH (FRONT) AND SOUTH OPEN 2 SIDES OF
 BUILDING. IT APPEARS EITHER THIS IS A SITE ADDRESS OR
 UNIT ADDRESS. AN ADDRESSING STOP WILL BE ADDED TO THE
 PLAN REVIEW TEAM. 2020 WEST PALM BEACH AMENDMENTS TO
 THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 107.2.1. CONSTRUCTION DOCUMENTS SHALL BE SUFFICIENT
 CLARITY TO INDICATE THE LOCATION, NATURE AND EXTENT OF
 THE WORK PROPOSED AND SHOW IN DETAIL THAT IT WILL
 CONFORM TO THE PROVISIONS OF THIS CODE AND RELEVANT
 LAWS, ORDINANCES, RULES AND REGULATIONS, AS DETERMINED
 BY THE BUILDING OFFICIAL.
 2020 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.
  
 2) SITE PLAN OR KEY PLAN WILL NEED TO INDICATE THE TYPE
 OF OCCUPANCIES THAT ADJOIN THIS A-3 OCCUPANCY TO
 CLARIFY OCCUPANCY SEPARATION PER TABLE 508.4 OF THE
 2020FBC-BUILDING CODE.
  
 3) MISSING INFORMATION, THE WIDTH AND OVERALL LENGTH OF
 NEW FRONT STAIRWAY AND RAMP, AND SIDE RAMP. WIDTH AND
 LENGTH. NOT FOUND ON THE LIFE SAFETY PLAN, A-102 A
 ZONE, A-103 B ZONE, A-103 OR S-2.0 FOUNDATION PLAN.
 2020 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 107.2.1. CONSTRUCTION
 DOCUMENTS SHALL BE SUFFICIENT CLARITY TO INDICATE THE
 LOCATION, NATURE AND EXTENT OF THE WORK PROPOSED AND
 SHOW IN DETAIL THAT IT WILL CONFORM TO THE PROVISIONS
 OF THIS CODE AND RELEVANT LAWS, ORDINANCES, RULES AND
 REGULATIONS, AS DETERMINED BY THE BUILDING OFFICIAL.
  
 4) THE LIFE SAFETY FLOOR PLAN STATES THE OCCUPANCY LOAD
 FOR THIS TENANT SPACE GIVE DIFFERENT NARRATIVES ON THE
 OCCUPANT LOAD FBC 2020 398, NFPA A-101 398 ACTUAL
 PROVIDED 495 BUT THEN BELOW OCCUPANT LOAD SUMMARY 796
 OCCUPANT LOAD, A GREAT DIFFERENCE PLEASE INDICATE OF
 THE 4 OCCUPANT LOADS STATED WHICH IS YOUR DESIGN BASED
 UPON, WE USE THE MOST RESTRICTIVE. THE LIFE SAFETY PLAN
 SHOULD PROVIDE THE MAXIMUM OCCUPANT LOAD THAT CAN GO
 OUT THROUGH THE DOOR WHEN OPEN AT 90 DEGREES, AND OUT
 THE STAIRS AND RAMPS NOT FOUND ON THIS PLAN. 2020
 FBC-BUILDING CODE SECTION 1005 MEANS OF EGRESS,
 1005.3.1 STAIRS & 1005.3.2 OTHER MEANS OF EGRESS
 COMPONENTS PLEASE PROVIDE THE EGRESS CAPACITY FACTOR
 FOR DOORWAYS, STAIRS & RAMPS PROPOSED AND EXISTING.
  
 5) THIS PORTION OF THE BUILDING IS TO BE CLASSIFIED AS
 AN THRESHOLD BUILDING, FL. S. S. 553.71 (7) ANY
 BUILDING WHICH HAS AN ASSEMBLY OCCUPANCY WHICH EXCEEDS
 5,000 SQ. FT. IN AREA AND AN OCCUPANT CONTENT OF
 GREATER THAN 500 PERSONS, AS STATED ON PLAN 796
 OCCUPANTS.
  
 5A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING
 AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL
 INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A
 THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION
 PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL
 INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING
 AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
 THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE
 OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE
 SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT
 THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
  
 5B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S
 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS
 REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS
 ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH
 INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND
 REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE
 PLACE.
  
 5C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B.
 AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH
 ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT
 OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE
 BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE
 PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
 FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 5D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
  
 5E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 6) THE LIFE SAFETY SHEET G101 STATES THE SCALE OF THE
 DRAWINGS IS 1/16??? = 1 FOOT. 107.2.1.3. QUALITY OF
 PLANS. BUILDING PLANS SHALL BE DRAWN TO A 1/8TH INCH
 SCALE ON SUBSTANTIAL PAPER. THE BUILDING OFFICIAL MAY
 ESTABLISH THROUGH DEPARTMENT POLICY OTHER STANDARDS FOR
 THE PLANS AND SPECIFICATIONS IN ORDER TO PROVIDE
 CONFORMITY TO ITS RECORD RETENTION PROGRAM. THIS POLICY
 MAY INCLUDE SUCH THINGS AS MINIMUM SIZE, SHAPE,
 CONTRAST, CLARITY, OR OTHER ITEMS RELATED TO RECORD
 MANAGEMENT. ELECTRONIC MEDIA MUST BE COMPATIBLE WITH
 THE ARCHIVE REQUIREMENTS OF FLORIDA STATUTES.
  
 7A) SHEET A103 ZONE B DOES NOT PROVIDE THE LANDING
 WIDTH. SHEET A-201 WIDTH AND LENGTH OF THE TOP LANDING
 TO BE 5 FEET 0 ?? INCHES BY 5 FEET 0 ?? INCHES. PLEASE
 PROVIDE THE 5-FOOT TURNING RADIUS ON THE PLAN, IT
 APPEARS IT WILL GO BENEATH THE GUARDRAIL SYSTEM AS
 DESIGNED. SHOW COMPLIANCE WITH THE 2020 FBC-ACCESS.
 CODE 304.3.1 CIRCULAR SPACE, THE SPACE SHALL BE
 PERMITTED TO INCLUDE KNEE & TOE CLEARANCES COMPLYING
 WITH 306.
  
 7B) THE PROPOSED RAMP LANDING AND EXIT SIDE DOOR, THE
 EXIT SIDE DOOR NEEDS TO COMPLY WITH 2020 FBC-ACCESS.
 CODE SECTION 405.7.5 & FIGURE 404.2.4.1(J) 24-INCH
 MINIMUM MANEUVERING CLEARANCE BEFORE THE START OF THE
 RAMP.
  
 7C) SHEET A300 DETAIL 2 SIDE RAMP DETAIL OF HANDRAIL/
 GUARDRAIL. TYPO INTERMEDIATE RAILS AT 4 INCHES ON
 CENTER VERTICALLY, SHOULD READ HORIZONTALLY. TYPO.
 ADDITIONAL INFORMATION REQUIRED. 107.2.1.2.
  
 7D) SHEET A300 DETAIL 4 PROPOSED FRONT EXTERIOR STAIR.
 THE DETAIL OF GUARD AND HANDRAIL DOES NOT SHOW THE
 HORIZONTAL EXTENSION OF THE HANDRAIL IN ACCORDANCE WITH
 1014.6 HANDRAIL EXTENSIONS.
  
 7E) SHEET A300 DETAIL 5 BOTH HANDRAILS AGAINST THE WALL
 ARE MISSING THE HORIZONTAL EXTENSION MISSING COMPLIANCE
 WITH 1014.6 OF THE 2020 FBC-BUILDING CODE. REVIEW THE
 WALL HANDRAIL OF THE STAIR, NOT ONLY MISSING THE
 EXTENSION STOPS SHORT AT THE TOP OF THE FIRST RISER, IT
 DOES NOT CONTINUE ON THE SLOPE FOR THE DEPTH OF ONE
 TREAD BEYOND THE BOTTOM RISER, 2020 FBC-BUILDING
 SECTION 1014.6.
  
 7F) SHEET A300 DETAIL 6 HANDRAILS AGAINST THE WALL ARE
 MISSING THE HORIZONTAL EXTENSION MISSING COMPLIANCE
 WITH 1014.6 OF THE 2020 FBC-BUILDING CODE.
  
 8) SHEET A-201 AT THE BOTTOM LEFT OF SHEET PLEASE
 PROVIDE EITHER A DETAIL OR CUT SECTION FOR THE INFILL
 OF PROPOSED FLOOR SLAB, SOIL TREATMENT PER 1816.1.4 AND
 DOWELING/ REINFORCEMENT OF SLAB. MISSING DETAIL.
 107.2.1. 2020 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION 107.2.1.
 CONSTRUCTION DOCUMENTS SHALL BE SUFFICIENT CLARITY TO
 INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK
 PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE
 PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES,
 RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING
 OFFICIAL.
  
 9A) SHEET A104 ROOF PLAN, NOR M103 OR M104 SHOW ACCESS
 TO THE ROOF FOR ROOF TOP AIR HANDLERS. 2020 FBC-M 306.5
 EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED
 STRUCTURES.
 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. SUCH ACCESS SHALL NOT
 REQUIRE CLIMBING OVER OBSTRUCTIONS GREATER THAN 30
 INCHES IN HEIGHT OR WALKING ON ROOFS HAVING A SLOPE
 GREATER THAN 4 UNITS VERTICAL IN 12 UNITS HORIZONTAL
 (33-PERCENT SLOPE). SUCH ACCESS SHALL NOT REQUIRE THE
 USE OF PORTABLE LADDERS. WHERE ACCESS INVOLVES CLIMBING
 OVER PARAPET WALLS, THE HEIGHT SHALL BE MEASURED TO THE
 TOP OF THE PARAPET WALL.
  
 9B) ROOF TOP HATCHES/ ROOF ACCESS/ 2020 FBC-B
 1011.12.2. IN BUILDINGS THAT DO NOT HAVE AN OCCUPIED
 ROOF SHALL BE PERMITTED TO BE A ROOF HATCH OR TRAP DOOR
 NOT LESS THAN 16 SQUARE FEET IN AREA AND HAVING A
 MINIMUM DIMENSION OF 2 FEET.
 OR
 9B) 2020 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.
  
 10) SHEET A201:
 10A) THE FLOOR PLAN SHOWS THE HIGH-LOW DRINKING
 FOUNTAINS BUT NOT COMPLIANCE WITH:
  
 10A)(1) PROTRUDING OBJECTS 307.2 PROTRUSION LIMITS
 307.2. OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES
 AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR SHALL NOT
 PROTRUDE MORE THAN 4 INCHES HORIZONTALLY INTO THE
 CIRCULATION PATH.
  
 10A)(2) 602.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE
 COMPLYING WITH 305, POSITIONED FOR A FORWARD APPROACH,
 AND KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE
 PROVIDED.
  
  
 10A)(3) SPOUT OUTLETS/ DRINKING FOUNTAINS. 2017 ACCESS.
 CODE. SPOUT OUTLETS SHALL COMPLY WITH:
 602.4 SPOUT HEIGHT. 36 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND FOR WHEELCHAIR BOUND INDIVIDUALS.
 602.7 SPOUT HEIGHT FOR THE STANDING PERSONS SHALL BE
 BETWEEN 38 TO 43 INCHES ABOVE FINISH FLOOR.
  
 10B) JANITORS CLOSET # 120 WITH MOP SINK FINISH
 SCHEDULE FOR WALLS INDICATES WALL PAINT FINISH A601.
 2020 FBC-B 1210.2.2. WALLS & PARTITIONS. THIS COMMENT
 IS A RESULT OF THE BUILDING OFFICIAL INTERPRETATION ON
 06/2020. IN BATHROOMS, RESTROOMS & SERVICE SINK AREAS
 EPOXY PAINT IS NO LONGER CONSIDERED A SMOOTH HARD,
 NON-ABSORBENT SURFACE.
  
 10C) BATHROOMS 111,121 & 123 ON THE FINISH SCHEDULE
 (A601) INDICATE PAINT FINISH. 2020 FBC-B 1210.2.2.
 WALLS & PARTITIONS. THIS COMMENT IS A RESULT OF THE
 BUILDING OFFICIAL INTERPRETATION ON 06/2020. IN
 BATHROOMS, RESTROOMS & SERVICE SINK AREAS EPOXY PAINT
 IS NO LONGER CONSIDERED A SMOOTH HARD, NON-ABSORBENT
 SURFACE.
  
 10D) 2020 FBC-B 2509.2 BASE FOR TILE. MATERIALS USED AS
 A BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALLS
 AND CEILING PANELS IN SHOWER AREAS SHALL BE OF
 MATERIALS LISTED IN TABLE 2509.2 AND INSTALLED IN
 ACCORDANCE WITH MANUFACTURER???S RECOMMENDATIONS. WATER
 RESISTANT GYPSUM (MR BOARD) SHALL NOT BE USED FOR
 SHOWER & TUB ENCLOSURES BUT CAN BE USED FOR BACKING
 BOARD FOR A BASE FOR TILE IN WATER CLOSET COMPARTMENT
 WALLS WHEN INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM
 C840 AND THE MANUFACTURE???S RECOMMENDATIONS.
  
 10E) 2509.1. WET AREAS. SHOWERS AND PUBLIC TOILET WALLS
 SHALL COMPLY WITH 1210.2.
  
 11) SHEET A601 ACCESSIBLE DETAILS:
  
 11A) DETAILS ARE SHOWN FOR TOILET PARTITIONS BUT LAV
 NOT INCLUDED IN THE TOILET STALL, DISCREPANCY FROM THE
 FLOOR PLAN A102, NOT SHOWING COMPLIANCE WITH 2020
 FBC-ACCESSIBILITY CODE SECTION 604.3.1 & FIGURE 604.3.1
 CLEARANCE AT WATER CLOSETS. THE 2020 FBC-ACCESSIBILITY
 CODE SECTION 604.3.1 & FIGURE 604.3.1 CLEARANCE AT
 WATER CLOSETS AND OVERLAP IN SECTION 604.3.2.
  
 11B) HEIGHT OF GRAB BARS. GRAB BARS/ RESTROOMS. 2020
 FBC-ACCESSIBILITY CODE SECTION 609.4 POSITION OF GRAB
 BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL
 POSITION, 33 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE
 THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING
 SURFACE, NOT CENTERLINE.
  
 11C) URINAL HEIGHT FOR STANDARD, TYPO CAN NOT READ.
 107.2.1. ADDITIONAL INFORMATION IS REQUIRED.
  
 11D) SHEET A102 TOILET ROOM 111 WITH INSWING DOOR DOES
 NOT SHOW MANEUVERING CLEARANCES 2020 FBC-ACCESSIBILITY
 CODE SECTION 604.3.1 & FIGURE 604.3.1 CLEARANCE AT
 WATER CLOSETS. THE 2020 FBC-ACCESSIBILITY CODE SECTION
 604.3.1 & FIGURE 604.3.1 CLEARANCE AT WATER CLOSETS AND
 OVERLAP IN SECTION 604.3.2.
  
 11E) TOILET ROOM DOORS. 2020 FBC-ACCESSIBILITY CODE
 PLEASE REVIEW SECTION 603.2.3. DOORS SHALL NOT SWING
 INTO THE CLEAR FLOOR SPACE OR CLEARANCES REQUIRED FOR
 ANY FIXTURE. DOORS SHALL BE PERMITTED TO SWING INTO THE
 REQUIRED TURNING SPACE. PLEASE SEE EXCEPTION 2. WHERE
 TOILET ROOMS ARE FOR INDIVIDUAL USE AND A CLEAR FLOORS
 SPACE COMPLYING WITH 305.3 IS PROVIDED WITHIN THE ROOM
 BEYOND THE ARC OF THE DOOR SWING. WHAT IS MISSING IS
 THE REQUIRED 30X48 INCH CLEAR FLOOR SPACE BEYOND THE
 ARC OF THE DOOR. USUALLY AT A 45% ANGLE TO THE DOOR
 ENTRANCE.
  
 12) SHEET A102 ROOM 116 THE BREAK ROOM THERE ARE NO
 DETAIL IF THERE IS COUNTERS AND CHAIRS.
  
 12)(A) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR
 SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD
 APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 12)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND
 WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 13) SHEET A101 SHOWS THE LOBBY WITH RECEPTION DESK BUT
 NO DETAIL SHOWING COMPLIANCE WITH THE 2020 FL
 ACCESSIBILITY CODE SECTIONS: CHECK WRITING SURFACES.
 2020 ACCESS. CODE 904.3.3 CHECK WRITING SURFACES. WHERE
 PROVIDED, CHECK WRITING SURFACES SHALL COMPLY WITH
 902.3HEIGHT. THE TOPS OF WORK SURFACES SHALL BE 28
 INCHES MINIMUM AND 34 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND.
  
 14) SHEETS A101 & A102 ARE MISSING COMPLIANCE WITH THE
 2020 FBC-ACCESSIBILITY CODE SECTION 1004. 1. CLEAR
 FLOOR SPACE FOR EXERCISE MACHINES AND EQUIPMENT.
  
 15) A TRANSMITTAL LETTER / NARRATIVE LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF
 THE REVISION MADE, IDENTIFYING THE SHEET OR
 SPECIFICATION PAGE WHERE THE CHANGES CAN BE FOUND WILL
 HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR
 ANTICIPATED COOPERATION.
  
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT
 REVIEW CYCLE.
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT
 REMARKS MAYBE MADE IN THE NEXT REVIEW CYCLE.
  
  
 MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM
 PART-TIME/ SEMI-RETIRED.
  
 IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET
 BACK INTO THE OFFICE CALL
 (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL.
 THANK YOU.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2023-02-03 Cont ID  
Sent By jleahy Date 2023-02-03 Time 14:59 Rev Time 0.00
Received By jleahy Date 2023-02-03 Time 14:27 Sent To  
Notes
***NONE***
Review Stop E-LOWVOLT ELECTRICAL LOW VOLTAGE
Rev No 1 Status P Date 2023-02-03 Cont ID  
Sent By jleahy Date 2023-02-03 Time 15:02 Rev Time 0.00
Received By jleahy Date 2023-02-03 Time 15:02 Sent To  
Notes
2023-02-03 15:03:16VOICE, DATA, AND TV AS PER PLANS JLEAHY
Review Stop ENG ENGINEERING CSD
Rev No 1 Status N Date 2023-02-06 Cont ID  
Sent By rrossano Date 2023-02-06 Time   Rev Time 0.00
Received By rrossano Date 2023-02-06 Time   Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2023-06-15 Cont ID  
Sent By pleduc Date 2023-06-15 Time   Rev Time 0.00
Received By pleduc Date 2023-06-15 Time 10:11 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2023-05-05 Cont ID  
Sent By pleduc Date 2023-05-05 Time   Rev Time 0.00
Received By pleduc Date 2023-05-05 Time 10:01 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2023-03-07 Cont ID  
Sent By cwalker Date 2023-03-07 Time   Rev Time 0.00
Received By cwalker Date 2023-03-07 Time   Sent To  
Notes
2023-03-07 08:44:56FIRE PROVISO COMMENTS:
  
 (1) ANY WORK PERFORMED ON A FIRE SPRINKLER SYSTEM
 REQUIRES A SEPARATE PERMIT AND SHOP DRAWINGS.
  
 (2) ANY FIRE INSTALLATION REQUIRES A SEPARATE PERMIT
 AND SHOP DRAWINGS.
  
 (3) EMERGENCY LIGHTING SHALL BE ARRANGED TO PROVIDE
 INITIAL ILLUMINATION THAT IS NOT LESS THAN AN AVERAGE
 OF 1 FT. CANDLE AT ANY POINT, NOT LESS THAN 0.1 FT.
 CANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR
 LEVEL.
  
 C. WALKER
  
 561-804-4762
  
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2023-02-03 Cont ID  
Sent By cwalker Date 2023-02-03 Time   Rev Time  
Received By cwalker Date 2023-02-03 Time   Sent To  
Notes
2023-02-03 11:50:26FIRE PROVISO COMMENTS:
  
 (1) ANY WORK PERFORMED ON A FIRE SPRINKLER SYSTEM
 REQUIRES A SEPARATE PERMIT AND SHOP DRAWINGS.
  
 (2) ANY FIRE ALARM INSTALLATION REQUIRES A SEPARATE
 PERMIT AND SHOP DRAWINGS.
  
 (3) EMERGENCY LIGHTING SHALL BE ARRANGED TO PROVIDE
 INITIAL ILLUMINATION THAT IS NOT LESS THAN AN AVERAGE
 OF 1 FT. CANDLE AT ANY POINT, NOT LESS THAN 0.1 FT.
 CANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR
 LEVEL.
  
 C. WALKER
  
 561-804-4762
  
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2023-06-29 Cont ID  
Sent By lmarchan Date 2023-06-29 Time 16:43 Rev Time 0.00
Received By lmarchan Date 2023-06-29 Time 10:59 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2023-06-26 Cont ID  
Sent By avolcy Date 2023-06-26 Time 16:29 Rev Time 0.00
Received By avolcy Date 2023-06-14 Time 10:49 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2023-06-05 Cont ID  
Sent By avolcy Date 2023-06-05 Time 10:44 Rev Time 0.00
Received By avolcy Date 2023-05-04 Time 18:51 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2023-04-05 Cont ID  
Sent By lmarchan Date 2023-04-05 Time 07:52 Rev Time 0.00
Received By lmarchan Date 2023-03-06 Time 16:41 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2023-02-17 Cont ID  
Sent By medwards Date 2023-02-17 Time 12:51 Rev Time 0.00
Received By medwards Date 2023-02-02 Time 18:02 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2023-07-12 Cont ID  
Sent By aoliver Date 2023-07-12 Time 08:09 Rev Time 0.00
Received By aoliver Date 2023-06-27 Time 08:26 Sent To  
Notes
2023-07-12 08:09:16RECEIPT MU-2023-029307-0000 - $332,641.40 PAID AO
2023-06-27 08:26:236/27/23 EMAILED IMPACT OFFICE TO REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2023-02-14 Cont ID  
Sent By jwitmer Date 2023-02-14 Time 09:20 Rev Time 0.00
Received By jwitmer Date 2023-02-13 Time 14:31 Sent To  
Notes
2023-02-14 09:20:17IMPACT FEES - DIGITAL SUBMITTALS:
 PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected].
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM???S 2W01-2W14 WEST PALM BEACH, FL.
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2023-05-09 Cont ID  
Sent By medwards Date 2023-05-09 Time 13:56 Rev Time 0.00
Received By medwards Date 2023-05-09 Time 13:56 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2023-03-08 Cont ID  
Sent By medwards Date 2023-03-08 Time 16:14 Rev Time 0.00
Received By medwards Date 2023-03-08 Time 16:14 Sent To  
Notes
2023-03-08 16:15:292ND REVIEW FMC
 PERMIT: 23011309
  
 CODES IN EFFECT: 2020
  
 FBC- FLORIDA BUILDING CODE
 FMC- FLORIDA MECHANICAL CODE
 FEC- FLORIDA ENERGY CONSERVATION
 FGC- FLORIDA FUEL GAS
 FEX- FLORIDA EXISTING BUILDING CODE
 FRC- FLORIDA RESIDENTIAL BUILDING CODE
 F.S.- FLORIDA STATUTES
 FAC- FLORIDA ACCESSIBILITY CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PROVIDE THE DUCT SMOKE DETECTORS FOR EACH RTU FOR
 THIS COMMON SUPPLY SYSTEM. FMC 606.2.2
  
 2) SHOW THE ROOF ACCESS FOR THIS PROJECT. FMC 306.5
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2023-02-14 Cont ID  
Sent By medwards Date 2023-02-14 Time 09:27 Rev Time 0.00
Received By medwards Date 2023-02-14 Time 09:27 Sent To  
Notes
2023-02-14 09:27:341ST REVIEW FMC
 PERMIT: 23011309
  
 CODES IN EFFECT: 2020
  
 FBC- FLORIDA BUILDING CODE
 FMC- FLORIDA MECHANICAL CODE
 FEC- FLORIDA ENERGY CONSERVATION
 FGC- FLORIDA FUEL GAS
 FEX- FLORIDA EXISTING BUILDING CODE
 FRC- FLORIDA RESIDENTIAL BUILDING CODE
 F.S.- FLORIDA STATUTES
 FAC- FLORIDA ACCESSIBILITY CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PROVIDE THE MECHANICAL EQUIPMENT SIZING
 CALCULATIONS. FEC C403.2.1
  
 2) THE ENERGY CALCULATIONS INDICATE 5 SYSTEMS BUT SHEET
 M002 INDICATES A TOTAL OF 16 RTU???S. PROVIDE AN ENERGY
 CALCULATION THAT MATCHES THE MECHANICAL DESIGN OF THIS
 TENANT. FBC 107.3.5
  
 3) THE MECHANICAL SHEETS INDICATE SEVERAL SUPPLY
 GRILLES WITH THE OUTDOOR AIR CFM???S. WHAT IS THIS?
 ISN???T THE RTU???S SUPPLYING THE REQUIRED OUTDOOR AIR
 TO EACH ZONE?
  
 4) IDENTIFY THE RTU???S ON EACH ZONE DRAWING. FBC
 107.3.5
  
 5) PROVIDE A COMPLETE DESIGN INCLUDING ALL DUCT WORK
 FROM THE 16 RTU???S. ZONE A ONLY SHOWS 2 AREAS WITH
 DUCT WORK AND ZONE B ONLY SHOWS 1 AREA. FBC 107.3.5
  
 6) SHEET M801: OUTDOOR AIR CALCULATIONS: FMC 403.3.1.1
 AND TABLE 403.3.1.1
  
 A) THE LOBBY SHOULD BE CALCULATED FOR 15 PEOPLE AND NOT
 11.
 B) THE MAIN GYM AREA IS STATING A TOTAL OF 215
 OCCUPANTS. 200 OCC. X 20 CFM???S PER OCCUPANT = 4300
 CFM???S. 21450 X 0.18 = 3,861 CFM???S FOR THE SPACE;
 4300 + 3861 = REQUIRED OUTDOOR AIR FOR THIS SPACE IS
 8,161 CFM???S
 C) THE COURT IS STATING 24 OCCUPANTS. 24 X 20 = 480
 CFM???S PER OCCUPANT. 2460 X 0.18 = 442.8; REQUIRED
 CFM???S OF OUTDOOR AIR FOR THIS SPACE IS 480 + 442.8 =
 923 CFM???S.
 D) THE WOMEN???S EXERCISE ROOM REQUIRED OUTDOOR AIR
 SHOULD BE CALCULATED FOR 36 OCCUPANTS.
 36 OCCUPANTS X 20 = 720 CFM???S; 880 X 0.06 = 52.8
 CFM???S FOR THIS SPACE. 720 + 53 = 773 CFM???S
 REQUIRED.
 E) THE GROUP EXERCISE ROOM???S REQUIRED OUTDOOR AIR
 SHOULD BE CALCULATED FOR 38 OCCUPANTS.
 38 X 20 = 760 CFM???S PER OCCUPANT; 945 X 0.06 = 56.7
 CFM???S REQUIRED FOR THE SPACE; 760 + 56.7 = 817
 CFM???S REQUIRED.
  
 7) PROVIDE A DRAWING WITH THE EXHAUST FANS, COMPLETE
 DUCTWORK AND TERMINATION LOCATION. FBC 107.3.5
  
Review Stop P PLUMBING
Rev No 4 Status P Date 2023-06-16 Cont ID  
Sent By ccole Date 2023-06-16 Time 13:28 Rev Time 0.00
Received By ccole Date 2023-06-16 Time 12:41 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2023-05-09 Cont ID  
Sent By ccole Date 2023-05-09 Time 15:42 Rev Time 0.00
Received By ccole Date 2023-05-09 Time 15:00 Sent To  
Notes
2023-05-09 15:56:503RD REVIEW FBC-2020 PLUMBING
 PERMIT-23011309
 5/9/23
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET A101: IN RESPONSE TO COMMENT #1 (PRINTED BELOW
 FROM 1ST AND 2ND REVIEWS) FIXTURE CALCULATIONS HAVE
 BEEN ADDED TO SHEET A101, HOWEVER THE CHILDCARE
 OCCUPANT LOAD WAS NOT INCLUDED IN THE CALCULATIONS.
 PLEASE SEE SECTION 508.2.1 FBC B CONCERNING ACCESSORY
 OCCUPANCY COMPLIANCE- "THE REQUIREMENTS OF THIS CODE
 SHALL APPLY TO EACH PORTION OF THE BUILDING BASED ON
 THE OCCUPANCY CLASSIFICATION OF THAT SPACE." AS
 PREVIOUSLY NOTED SEPARATE FACILTIES ARE REQUIRED FOR
 THE 18 OCCUPANTS OF THE CHILDCARE ROOM- SEC. 403.2 FBC
 P.
  
 1) 2ND REQUEST. SHEET G101: PROVIDE PLUMBING FIXTURE
 CALCULATIONS IN COMPLIANCE WITH TABLE 403.1 FBC P. THE
 OCCUPANT LOAD SUMMARY SHOWS A MIXED OCCUPANCY OF
 ASSEMBLY, BUSINESS, AND DAYCARE. REFER TO SEC. 403.1.1:
 FRACTIONAL NUMBERS FOR EACH OCCUPANCY SHALL FIRST BE
 SUMMED AND ROUNDED UP TO THE NEXT WHOLE NUMBER. IT
 APPEARS A SINGLE UNISEX TOILET ROOM HAS BEEN PROVIDED
 FOR THE DAY CARE HOWEVER SEPARATE FACILITIES FOR MALE
 AND FEMALE USE ARE REQUIRED- SEC. 403.2 FBC P. PLEASE
 NOTE THE FOLLOWING FIXTURE CALCULATIONS FOR FEMALE USE.
 ASSEMBLY- 328 FEMALE OCCUPANTS AT 1 PER 65 = 5.05 WATER
 CLOSETS
 BUSINESS- 42 FEMALE OCCUPANTS AT 1 PER 25 = 1.68 WATER
 CLOSETS
 TOTAL- 6.73 ROUNDS UP TO 7 WATER CLOSETS REQUIRED. THE
 PLAN SHOWS 6 FEMALE WATER CLOSETS PROVIDED IN THE GANG
 BATHROOM WHICH IS A DEFICIENCY OF ONE.
  
  
 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 2023-03-07 Cont ID  
Sent By ccole Date 2023-03-07 Time 12:27 Rev Time 0.00
Received By ccole Date 2023-03-07 Time 10:34 Sent To  
Notes
2023-03-07 12:27:412ND REVIEW FBC-2020 PLUMBING
 PERMIT-23011309
 3/7/23
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) 2ND REQUEST. SHEET G101: PROVIDE PLUMBING FIXTURE
 CALCULATIONS IN COMPLIANCE WITH TABLE 403.1 FBC P. THE
 OCCUPANT LOAD SUMMARY SHOWS A MIXED OCCUPANCY OF
 ASSEMBLY, BUSINESS, AND DAYCARE. REFER TO SEC. 403.1.1:
 FRACTIONAL NUMBERS FOR EACH OCCUPANCY SHALL FIRST BE
 SUMMED AND ROUNDED UP TO THE NEXT WHOLE NUMBER. IT
 APPEARS A SINGLE UNISEX TOILET ROOM HAS BEEN PROVIDED
 FOR THE DAY CARE HOWEVER SEPARATE FACILITIES FOR MALE
 AND FEMALE USE ARE REQUIRED- SEC. 403.2 FBC P. PLEASE
 NOTE THE FOLLOWING FIXTURE CALCULATIONS FOR FEMALE USE.
 ASSEMBLY- 328 FEMALE OCCUPANTS AT 1 PER 65 = 5.05 WATER
 CLOSETS
 BUSINESS- 42 FEMALE OCCUPANTS AT 1 PER 25 = 1.68 WATER
 CLOSETS
 TOTAL- 6.73 ROUNDS UP TO 7 WATER CLOSETS REQUIRED. THE
 PLAN SHOWS 6 FEMALE WATER CLOSETS PROVIDED IN THE GANG
 BATHROOM WHICH IS A DEFICIENCY OF ONE.
  
 9) 2ND REQUEST. A201 & A420: PLEASE PROVIDE THE
 FOLLOWING ACCESSIBLE BATHROOM FIXTURE DETAILS PER THE
 FBC ACC.
 M) 2ND REQUEST. CLEAR FLOOR SPACE DIAGRAM AND
 DIMENSIONS FOR THE ROLL-IN SHOWERS- SEC. 608.2.2 FBC
 ACC. PLEASE NOTE A 30 INCH WIDE BY 60 INCH LONG MINIMUM
 CLEARANCE SHALL BE PROVIDED ADJACENT TO THE OPEN FACES
 OF THE SHOWERS.
  
 14) CONCERNING THE DAYCARE TOILET ROOM PLEASE REFER TO
 SEC. 604.1 FBC ACC. IF THE EXCEPTION UNDER 604.1 IS
 BEING CLAIMED, PLEASE PROVIDE DETAILS SHOWING
 COMPLIANCE WITH WATER CLOSET SPECIFICATIONS FOR
 CHILDREN'S USE 604.9- 609.9.7 FBC ACC.
  
 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 2023-02-09 Cont ID  
Sent By ccole Date 2023-02-09 Time 11:26 Rev Time 0.00
Received By ccole Date 2023-02-08 Time 13:36 Sent To  
Notes
2023-02-09 11:35:411ST REVIEW FBC-2020 PLUMBING
 PERMIT-23011309
 2/8/23
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET G101: PROVIDE PLUMBING FIXTURE CALCULATIONS IN
 COMPLIANCE WITH TABLE 403.1 FBC P. THE OCCUPANT LOAD
 SUMMARY SHOWS A MIXED OCCUPANCY OF ASSEMBLY, BUSINESS,
 AND DAYCARE. REFER TO SEC. 403.1.1: FRACTIONAL NUMBERS
 FOR EACH OCCUPANCY SHALL FIRST BE SUMMED AND ROUNDED UP
 TO THE NEXT WHOLE NUMBER. IT APPEARS A SINGLE UNISEX
 TOILET ROOM HAS BEEN PROVIDED FOR THE DAY CARE HOWEVER
 SEPARATE FACILITIES FOR MALE AND FEMALE USE ARE
 REQUIRED- SEC. 403.2 FBC P. PLEASE NOTE THE FOLLOWING
 FIXTURE CALCULATIONS FOR FEMALE USE.
 ASSEMBLY- 328 FEMALE OCCUPANTS AT 1 PER 65 = 5.05 WATER
 CLOSETS
 BUSINESS- 42 FEMALE OCCUPANTS AT 1 PER 25 = 1.68 WATER
 CLOSETS
 TOTAL- 6.73 ROUNDS UP TO 7 WATER CLOSETS REQUIRED. THE
 PLAN SHOWS 6 FEMALE WATER CLOSETS PROVIDED IN THE GANG
 BATHROOM WHICH IS A DEFICIENCY OF ONE.
  
 2) P401: THE VENTS FOR THE URINALS (UR) SHALL NOT SERVE
 AS THE VENTS FOR THE WATER CLOSETS (W-1) ON EACH BRANCH
 BECAUSE THE URINALS ARE NOT FIXTURES INCLUDED IN A
 BATHROOM GROUP AND CANNOT NOT BE PART OF A WET VENT
 SYSTEM- SECS. 202 & 912.1 FBC P. PLEASE CHOSE ANOTHER
 VENTING METHOD SUCH AS INDIVIDUAL, COMMON, OR CIRCUIT
 VENTING- SECS. 910, 911, 914.
  
 3) P401: PROVIDE AN INDIVIDUAL VENT FOR THE MOP SINK
 (MSB)- SEC. 910.1 FBC P.
  
 4) P401: PLEASE SHOW THERE IS A VENT EXTENDING TO THE
 OUTDOORS FOR THE BUILDING DRAIN- SEC. 904.1 FBC P.
  
 5) P401 & P801: THE RISER SHOWS 1/2-INCH FIXTURE SUPPLY
 PIPES FOR THE URINALS HOWEVER THE FIXTURE SCHEDULE
 SHOWS 3/4-INCH- TABLE 604.5 FBC P. SINCE THE RISER AND
 SCHEDULE EACH SHOW 1/2-INCH CW SUPPLY TO THE WATER
 CLOSETS, IT'SS IMPORTANT TO NOTE THAT THE
 OWNER-SUPPLIED WATER CLOSETS SHALL NOT BE EQUIPPED WITH
 FLUSH VALVES WHICH WOULD REQUIRE 1-INCH SUPPLY PIPES.
  
 6) P401, P702: IN ORDER TO PROVIDE A MEANS OF LIMITING
 THE HOT WATER TEMPERATURE DELIVERY OTHER THAN THE WATER
 HEATER THERMOSTAT, A MASTER THERMOSTATIC MIXING VALVE
 SHALL BE PROVIDED- SEC. 607.1.1 FBC P. PLEASE SHOW THE
 LOCATION AND PIPING CONNECTIONS ON THE WATER HEATER
 DETAIL ON P702- SEC. 607.2.2 FBC P.
 A) PLEASE PROVIDE THE MISSING INFORMATION IN THE MIXING
 VALVE EQUIPMENT SCHEDULE ON SHEET P801 FOR THE TMV AND
 THE POINT OF USE VALVES AT THE HAND WASHING SINKS-
 SECS. 607.1.1 & 607.1.2 FBC P.
  
 7) THE 1/2-INCH HW SUPPLY PIPES TO THE PUBLIC
 LAVATORIES SHALL NOT EXCEED 2FT. TO TERMINATION FROM
 THE HW SOURCE PER TABLE C404.5.1 FBC ENERGY. IN ORDER
 TO MEET COMPLIANCE, THE RECIRCULATION LINES MUST LOOP
 DOWN TO THE LAVATORIES OR POINT OF USE WATER HEATERS
 MUST BE PROVIDED.
  
 8) P101, P201, P402: THE PLANS SHOW NEW SAUNAS. PLEASE
 NOTE IF THE SAUNAS ARE STEAM POWERED, THE STEAM UNITS
 WILL TYPICALLY REQUIRE WATER SUPPLY LINES, BACKFLOW
 PREVENTERS AND DRAINS- SEC. 107.2.1 WPB.
  
 9) A201 & A420: PLEASE PROVIDE THE FOLLOWING ACCESSIBLE
 BATHROOM FIXTURE DETAILS PER THE FBC ACC.
 A) CLEAR FLOOR SPACE DIAGRAM AND DIMENSIONS FOR THE
 WATER CLOSETS- SEC. 604.3.
 B) CLEAR FLOOR SPACE DIAGRAM AND DIMENSIONS FOR THE
 LAVATORIES- SEC. 606.2.
 C) TURNING SPACES AT THE WATER CLOSETS- SEC. 304.3.
 D) CENTERLINES OF THE WATER CLOSETS FROM THE SIDE
 WALLS- SEC. 604.2.
 E) HEIGHTS OF THE WATER CLOSET SEATS FROM THE FINISHED
 FLOORS- SEC. 604.4.
 F) HEIGHTS OF THE LAVATORY SINK RIMS OR COUNTER
 SURFACES FROM THE FINISHED FLOOR- SEC. 606.3.
 G) HEIGHTS OF THE MIRRORS FROM THE FINISHED FLOORS TO
 THE REFLECTIVE SURFACES- SEC. 603.3
 H) LOCATIONS, LENGTHS, AND MOUNTING HEIGHTS OF GRAB
 BARS FOR THE WATER CLOSETS IN THE WHEELCHAIR
 COMPARTMENTS AND THE AMBULATORY COMPARTMENTS- SECS.
 604.5, 604.8.2.3 & 609.4,
 I) LOCATIONS OF THE WATER CLOSET FLUSH CONTROLS- SEC.
 604.6.
 J) CENTERLINES OF THE TOILET PAPER DISPENSERS MEASURED
 FROM THE FRONTS OF THE WATER CLOSETS- SEC. AND FIGURE
 604.7.
 K) KNEE AND TOE CLEARANCES FOR THE LAVATORIES- SEC.
 606.2.
 L) HEIGHT OF THE URINAL RIM FROM THE FINISHED FLOOR AND
 DEPTH FROM THE RIM TO THE BACK OF THE FIXTURE- SEC.
 605.2.
 M) CLEAR FLOOR SPACE DIAGRAM AND DIMENSIONS FOR THE
 ROLL-IN SHOWERS- SEC. 608.2.2.
 N) LOCATIONS, LENGTHS, AND MOUNTING HEIGHTS OF GRAB
 BARS FOR THE ROLL-IN SHOWER- SECS. 608.3.2 & 609.4.
 O) LOCATION OF CONTROL, FAUCET, AND SHOWER SPRAY IN THE
 SHOWER- SEC. 608.5.2.
  
 10) A102, P101, & P801: PLEASE NOTE THE FUTURE
 BREAKROOM SINK (S-1) SHALL BE ACCESSIBLE PER SEC. 606.2
 FBC ACC. THE SCHEDULE ON P801 LISTS IT AS NON-ADA.
 REFER TO SEC. 606.2 & 606.3 FBC ACC AND PROVIDE
 DETAILS.
  
 11) A201: PLEASE DETAIL ACCESSIBLE DRINKING FOUNTAIN
 COMPLIANCES PER ITEMS A, B, & C- FBC ACC.
 A) CLEAR FLOOR SPACE APPROACH DIAGRAM AND DIMENSIONS
 FOR THE WHEELCHAIR ACCESSIBLE FOUNTAIN - SEC. 602.2.
 B) KNEE AND TOE CLEARANCES FOR THE WHEELCHAIR
 ACCESSIBLE FOUNTAIN- SEC. 602.2.
 C) SPOUT HEIGHTS FOR THE WHEELCHAIR ACCESSIBLE FOUNTAIN
 AND THE FOUNTAIN FOR STANDING PERSONS- SEC. 602.4 &
 602.7.
  
 12) A201 & P801: THE DRINKING FOUNTAINS SHALL NOT
 PROTRUDE INTO THE CIRCULATION PATH PER SEC. 307.2 FBC
 ACC. SINCE THE FOUNTAINS ARE OWNER SELECTED IT'S
 IMPORTANT TO NOTE THAT SOME FOUNTAINS ARE EQUIPPED WITH
 APRONS FOR CANE SWEEP, WHEREAS OTHERS WITHOUT APRONS
 MUST BE INSTALLED IN A NICHE OR GUARDED IN SOME WAY.
  
 13) A201 & A420: PLEASE PROVIDE THE WIDTHS OF THE
 STANDARD WATER CLSOETS IN THE GANG BATHROOMS- SEC.
 405.3.1 FBC P.
  
 14) CONCERNING THE DAYCARE TOILET ROOM PLEASE REFER TO
 SEC. 604.1 FBC ACC. IF THE EXCEPTION UNDER 604.1 IS
 BEING CLAIMED, PLEASE PROVIDE DETAILS SHOWING
 COMPLIANCE WITH WATER CLOSET SPECIFICATIONS FOR
 CHILDREN'S USE 604.9- 609.9.7 FBC ACC.
  
 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 PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 5 Status N Date 2023-06-29 Cont ID  
Sent By rgathrig Date 2023-06-29 Time 15:17 Rev Time 0.00
Received By rgathrig Date 2023-06-29 Time 15:16 Sent To  
Notes
2023-06-29 15:19:26LETTER FROM CONTRACTOR MIKE LABAZZO AND PROJECT MANAGER
 REBECCA SHELTON DATED 6/27/2023 RESCINDING ORTUS
 ENGINEERING AS THE PRIVATE PROVIDER
  
 RICHARD GATHRIGHT
  
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 4 Status F Date 2023-06-21 Cont ID  
Sent By jwitmer Date 2023-06-21 Time 11:17 Rev Time 0.00
Received By jwitmer Date 2023-06-21 Time 10:15 Sent To  
Notes
2023-06-21 11:17:33WEST PALM BEACH DEVELOPMENT SERVICES
 BUILDING DIVISION
 PRIVATE PROVIDER FORMS- PROFESSIONAL LIABILITY
 W. P. B. PERMIT: 23011309
 ADD: 2771 S DIXIE HWY
 CONT: DABAZZO DEVELOPMENT
 TEL: 727-220-6940
 E-MAIL: [email protected]
  
 PROFESSIONAL LIABILITY INSURANCE.
  
 SEMI-COMPLIED. F S 553.791(17). DOES THE PRIVATE
 PROVIDER CHOOSES TO SECURE CLAIMS-MADE COVERAGE TO
 FULFILL TO FULFILL THIS REQUIREMENT, THE PRIVATE
 PROVIDER MUST ALSO MAINTAIN COVERAGE FOR A MINIMUM OF 5
 YEARS SUBSEQUENT TO THE PERFORMANCE OF BUILDING CODE
 INSPECTION SERVICES?
  
 NEW COMMENT. F S 553.791(4)(B). IF REQUIRED BY THE
 LOCAL BUILDING OFFICIAL (IS REQUIRED), A CERTIFICATE OF
 INSURANCE DEMONSTRATING THAT PROFESSIONAL LIABILITY
 INSURANCE COVERAGE IS IN PLACE FOR THE PRIVATE
 PROVIDER???S FIRM, THE PRIVATE PROVIDER, AND DULY
 AUTHORIZED REPRESENTATIVE IN THE AMOUNTS REQUIRED BY
 THIS SECTION, IF I AM NOT MISTAKEN THERE ARE 13
 REPRESENTATIVES SUBMITTED TO REPRESENT THE PRIVATE
 PROVIDER FIRM. UNDER THE HEADING DESCRIPTION OF
 OPERATIONS, ADDITIONAL REMARKS WOULD BE THE LOCATION TO
 ADD THESE REPRESENTATIVES.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 3 Status F Date 2023-05-26 Cont ID  
Sent By dbattles Date 2023-05-26 Time 13:09 Rev Time 0.00
Received By dbattles Date 2023-05-26 Time 13:03 Sent To  
Notes
2023-05-26 13:13:27PREVIOUS COMMENT FOR CERTIFICATE OF INSURANCE (COI)
 LAUNGUAGE WAS NOT ADDRESSED.
 PLEASE PROVIDE A REVISED COI WITH THE FOLLOWING
 LAUNGUAGE IN THE DESCRIPTION OF OPERATIONS.
  
 CERTIFICATE OF INSURANCE FOR PROFESSIONAL LIABILITY OF
 FIRM. MINIMUM COVERAGE OF $1,000,000.00 PER OCCURRENCE
 AND $2,000,000.00 AGGREGATE ARE REQUIRED. F.S. 553.791
 (4) (B) AND (16). CERTIFICATE OF INSURANCE FOR
 PROFESSIONAL LIABILITY OF FIRM. MINIMUM COVERAGE OF
 $1,000,000.00 PER OCCURRENCE AND $2,000,000.00
 AGGREGATE ARE REQUIRED. F.S. 553.791 (4) (B) AND (16).
 IN THE DESCRIPTION OF OPERATIONS PLEASE ADD LANGUAGE TO
 STATE "THE PROFESSIONAL LIABILITY POLICY INCLUDES AN
 EXTENDED REPORTING PERIOD ENDORSEMENT (TAIL COVERAGE)
 FOR FIVE YEARS. ___________IS PROVIDING PROFESSIONAL
 LIABILITY INSURANCE COVERING ALL SERVICES TO BE
 PERFORMED AS A PRIVATE PROVIDER.
  
 PLEASE CONTACT IF ANY QUESTIONS.
 DYLAN BATTLES
 561-805-6718
 [email protected]
  
  
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 2 Status F Date 2023-04-04 Cont ID  
Sent By rgathrig Date 2023-04-04 Time 17:54 Rev Time 0.00
Received By rgathrig Date 2023-04-04 Time 17:54 Sent To  
Notes
2023-04-04 18:01:18PRIVATE PROVIDER REVIEW FOR INSPECTIONS ONLY FAILED
 THE CERTIFICATE OF INSURANCE DOES NOT HAVE LANGUAGE PER
 553.791 (4)(B) STATING THE PROFESSIONAL
 LIABILITY INSURANCE COVERAGE IS IN PLACE FOR THE
 PRIVATE PROVIDER???S FIRM, THE PRIVATE PROVIDER, AND
 ANY DULY
 AUTHORIZED REPRESENTATIVE IN THE REQUIRED AMOUNTS. THE
 COVERAGE AMOUNTS ARE FINE. THE LANGUAGE IS MISSING
  
 RICHARD GATHRIGHT
 ASSISTANT BUILDING OFFICIAL
  
  
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 1 Status F Date 2023-02-01 Cont ID  
Sent By shill Date 2023-02-01 Time 16:55 Rev Time 0.00
Received By shill Date 2023-02-01 Time 16:55 Sent To  
Notes
2023-02-01 16:57:05FS553.791, THE APPLICATION HAS PRIVATE PROVIDER
 INSPECTIONS CHECKED, BUT THE NOTICE TO BUILDING
 OFFICIAL AND OTHER REQUIRED DOCUMENTS (LICENSE,
 RESUMES, CERTIFICATE OF INSURANCE ) WERE NOT SUBMITTED.
 PLEASE PROVIDE.
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2023-06-16 Cont ID  
Sent By ccole Date 2023-06-16 Time 12:56 Rev Time 0.00
Received By ccole Date 2023-06-16 Time 12:56 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2023-05-24 Cont ID  
Sent By jwitmer Date 2023-05-24 Time 13:03 Rev Time 0.00
Received By jwitmer Date 2023-05-24 Time 12:52 Sent To  
Notes
2023-05-09 13:57:14MECHANICAL DIGITAL SIGNATURES APPROVED ME
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2023-04-04 Cont ID  
Sent By jgomez Date 2023-04-04 Time 17:01 Rev Time 0.00
Received By jgomez Date 2023-04-04 Time 16:49 Sent To  
Notes
2023-04-04 17:01:17SIGNATURE REVIEW
  
 1- SYSTEMS DESIGN REPORT (A/C EQUIPMENT SIZING
 CALCULATIONS) NEED TO BE SIGNED AND SEALED BY THE
 ENGINEER PREPARING THEM (GRINER ENGINEERING).
 PLANS/DOCUMENTS NEED TO HAVE THE ORIGINAL
 SEAL/SIGNATURE OF THE ENGINEER OF RECORD AS REQUIRED BY
 SEC. 61G15-23.001 FAC AND CHAPTER 471 F.S. WHEN
 SUBMITTING PLANS/DOCUMENTS FOR PUBLIC RECORDS.
 NOTE: THIS IS AN ELECTRONIC SUBMITTAL. SUBMIT
 PLANS/DOCUMENTS WITH ENGINEER'S VERIFIABLE DIGITAL
 SIGNATURE.
  
 2- ENERGY CALCULATIONS SUBMITTED HAVE A COPY OF THE
 ENGINEER???S DIGITAL SIGNATURE. DIGITAL SIGNATURES ARE
 NOT ALLOWED TO BE PRINTED. ALL DOCUMENTS PREPARED BY A
 LICENSED ENGINEER NEED TO HAVE THE ORIGINAL VERIFIABLE
 DIGITAL SIGNATURE OF THE ENGINEER AS REQUIRED BY SEC.
 61G15-23.004 FAC AND CHAPTER 471 F.S.
  
 ENGINEERS
 61G15-23.004 PROCEDURES FOR DIGITALLY SIGNING AND
 SEALING ELECTRONICALLY TRANSMITTED PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
  
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
2023-03-07 12:34:18PLUMBING (P) PLANS SIGS APPROVED.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2023-02-17 Cont ID  
Sent By medwards Date 2023-02-17 Time 12:50 Rev Time 0.00
Received By medwards Date 2023-02-17 Time 12:50 Sent To  
Notes
2023-02-14 09:28:35MECHANICAL DIGITAL SIGNATURES APPROVED ME
2023-02-14 09:22:59ARCHITECTURAL & SRRUCTURAL SHEETS DIGITAL SIGNATURES
 OK. 02/14/23 JW
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status P Date 2023-06-21 Cont ID  
Sent By jwitmer Date 2023-06-21 Time 08:59 Rev Time 0.00
Received By jwitmer Date 2023-05-24 Time 11:11 Sent To  
Notes
2023-05-24 12:59:47THRESHOLD BUILDING-PASSED
Review Stop Z ZONING
Rev No 4 Status P Date 2023-06-26 Cont ID  
Sent By gvolcy Date 2023-06-26 Time 16:29 Rev Time 0.00
Received By avolcy Date 2023-06-26 Time 16:29 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2023-06-05 Cont ID  
Sent By gvolcy Date 2023-06-05 Time 10:44 Rev Time 0.00
Received By avolcy Date 2023-06-05 Time 10:44 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2023-03-30 Cont ID  
Sent By AJVann Date 2023-03-30 Time 13:35 Rev Time 0.00
Received By ajones Date 2023-03-30 Time 13:35 Sent To  
Notes
2023-03-30 13:37:333/30/23- PASSED WITH THE PROVISO THAT A SEPERATE PERMIT
 AND A MINOR DSI AMENDMENT IS REQUIRED FOR ANY EXTERIOR
 WORK (I.E. RAMPS, SIDEWALKS)
  
 ANGELLA VANN, AICP
 561-822-1441
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date 2023-02-16 Cont ID  
Sent By JRoach Date 2023-02-16 Time 15:40 Rev Time 0.00
Received By jroach Date 2023-02-16 Time 15:40 Sent To  
Notes
2023-02-16 15:40:32REVIEW STATUS: FAILED
 ________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. THE PLANS SUBMITTED AS PART OF THE INTERIOR
 BUILD-OUT REFLECT MODIFICATIONS PROPOSED TO THE OUTSIDE
 OF THE BUILDING (STAIRS, RAMP, ETC.). AS SUCH, THE
 CHANGES TO THE SITE PLAN NECESSITATE A MINOR AMENDMENT
 TO THE APPROVED SITE PLAN FOR THE SHOPS @ THE PRESS
 DEVELOPMENT OF SIGNIFICANT IMPACT (DSI).
 ________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ??? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 TTY: 800.955.8771
 E: [email protected]
  
 W: WPB.ORG
  


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