Plan Review Details - Permit 22111251
Plan Review Stops For Permit 22111251
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status N Date 2023-01-26 Cont ID  
Sent By jwitmer Date 2023-01-26 Time 08:26 Rev Time 0.00
Received By jwitmer Date 2023-01-18 Time 14:58 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2023-07-26 Cont ID  
Sent By jwitmer Date 2023-07-26 Time 11:12 Rev Time 0.00
Received By jwitmer Date 2023-07-26 Time 10:48 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2023-03-21 Cont ID  
Sent By jwitmer Date 2023-03-21 Time 08:56 Rev Time 0.00
Received By jwitmer Date 2023-03-21 Time 08:08 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2023-01-26 Cont ID  
Sent By jwitmer Date 2023-01-26 Time 08:27 Rev Time 0.00
Received By jwitmer Date 2023-01-18 Time 14:58 Sent To  
Notes
2023-01-26 08:27:21WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 22111251
 ADD: 1813 S. DIXIE HWY.
 CONT: MARION CONSTRUCTION
 TEL: 561-324-3163
 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: JAN. XX/ 2023
 ACTION: DENIED
  
 1) SHEET 013 S100 THE FOUNDATION PLAN NOTES 23 DENOTES
 NEW HELICAL PILE W/ SIDE BRACKETS 10-TON SERVICE
 CAPACITY. SHEET 017 S300 DETAIL A STATE???S HELICAL
 PILE 15-TON SERVICE CAPACITY. DISCREPANCY IN PLANS.
 THERE IS NO MENTION OF A SOILS REPORT, OR IF A GEO-TECH
 COMPANY IS GOING TO DO THE INSTALLATION OR SUPERVISE
 AND REPORT ON THE INSTALLATION. 2020 FBC-BUILDING
 SECTION 1810.3.1.5.
  
 2) PROVISO: WELDED OR BOLTED CONNECTIONS. THIS BUILDING
 CONTAINS EITHER BOLTED AND OR WELDED CONNECTIONS. THE
 CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE
 SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION FOR FIELD WIELDING, ON
 THE JOB-SITE WIELDING. THIRD PARTY CERTIFICATION WILL
 BE REQUIRED.
 THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO
 COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS
 SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING
 INSPECTION.
 2020 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR RICHARD
 BRUNELLE AT 561-805-6670.
  
 3) COMPONENTS & CLADDING. PLEASE SUBMIT THE COMPONENTS
 AND CLADDING PRODUCT APPROVALS. 2020 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
 ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/
 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP CURBS
 (G) PRE-ENGINEERED A/C STANDS
  
 4) 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.
  
 5) 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.
  
 6) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY IN THE
 PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF
 RECORD AND BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, SILL HEIGTH, TYPE
 OF GLAZING, MULLION SIZE, LENGTH IF UNREINFORCED OR
 REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND
 ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2020 FBC-B
 1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL BE
 INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURER???S
 INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE
 PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED
 BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS.
  
 7) 2020 FBC-BUILDING CODE SECTION 1405.4. FLASHINGS
 SHALL BE INSTALLED AT THE PERIMETERS OF EXTERIOR DOORS
 & WINDOW ASSEMBLIES. WHEN SELF-ADHERED MEMBRANES ARE
 USED AS FLASHINGS IN WALL ASSEMBLIES, THOSE
 SELF-ADHERED FLASHINGS SHALL COMPLY WITH AAMA-711.
  
 8) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY
 ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES
 FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL
 LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF
 ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR
 BOTH INSULATION & THE BASE SHEET AS CALCULATED IN
 COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117.
 CALCULATION PREPARED, SIGNED AND
 SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR
 REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 9) THE LIFE SAFETY PLAN & E2.1 BOTH SHOW FROM THE
 SHOWROOM EXITING THROUGH THE STORAGE ROOM 106. PLEASE
 REVIEW IN THE 2020 FBC-BUILDING CODE SECTION 1016.2
 EGRESS THROUGH INTERVENING SPACES EXCEPTION 2 WHERE ALL
 4 REQUIREMENTS WOULD NEED TO BE MET.
  
 10) SHEET A101 SHOWS THE HIGH/ LOW DRINKING FOUNTAINS.
 PLEASE PROVIDE COMPLIANCE WITH THE 2020
 FBC-ACCESSIBILITY CODE SECTIONS:
 10A) 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.
  
 10B) 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.
  
 11) SHEET A300 TOILET ELEVATIONS:
 11A) GRAB BARS IN ALL ELEVATIONS THE TOILET GRAB BARS
 ARE MEASURED TO THE CENTER LINE NOT THE TOP OF THE
 GRASPING SURFACE. WITH TILE WALLS THIS MISTAKE IS ONLY
 FOUND AT THE TIME OF LAST INSPECTION C.O. 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.
  
 11B) MISSING DIMENSION. TOILET PAPER DISPENSERS. 604.7.
 THE TOILET PAPER DISPENSER SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES MINIMUM TO 9 INCHES MAXIMUM IN FRONT
 OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE
 DISPENSER.
  
 11C) 603.3 MIRRORS. 2020 FBC-ACCESSIBILITY CODE.
 MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL
 BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING
 SURFACE 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND. IS THE FRAME OF THIS MIRROR A REFLECTIVE
 SURFACE, NOT STATED AS SUCH, CAN CAUSE ISSUES AT TIME
 OF C.O.
  
 11D) LOCATIONS OF THE WATER CLOSET FLUSH CONTROLS.
 SECTION 604.6.
  
 12) THE MECHANICAL SHEET M5.1 SHOWS ROOF TOP UNITS. THE
 ELEVATION SHEET THE LOWEST PARAPET AT 17 FEET 9 INCHES
 PLEASE SHOW COMPLIANCE WITH 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.
  
 13) 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.
 LADDERS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN
 CRITERIA:
 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR
 ROOF EDGE NOT LESS THAN 30 INCHES (762 MM).
 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14
 INCHES (356 MM) ON CENTER.
 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN
 6-INCHES (152 MM) DEEP.
 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM)
 BETWEEN RAILS.
 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM)
 DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND
 (136.1 KG) LOAD.
 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE
 PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF
 WITHSTANDING 100 POUNDS PER SQUARE FOOT (488.2 KG/M2).
 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY
 APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE
 REQUIRED ACCESS SHALL BE NOT LESS THAN 24-INCHES (610
 MM) WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR
 SERVICE PLATFORMS.
  
 14) 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.
  
 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 3 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2023-03-24 Cont ID  
Sent By rperdomo Date 2023-03-24 Time 15:15 Rev Time 0.00
Received By rperdomo Date 2023-03-24 Time 15:15 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2023-01-18 Cont ID  
Sent By rperdomo Date 2023-01-18 Time 08:58 Rev Time 0.00
Received By rperdomo Date 2023-01-12 Time 15:32 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2023-07-25 Cont ID  
Sent By pleduc Date 2023-07-25 Time   Rev Time 0.00
Received By pleduc Date 2023-07-25 Time 11:51 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2023-03-07 Cont ID  
Sent By pleduc Date 2023-03-07 Time   Rev Time 0.00
Received By pleduc Date 2023-03-07 Time 10:52 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2022-12-29 Cont ID  
Sent By pleduc Date 2022-12-29 Time   Rev Time 0.00
Received By pleduc Date 2022-12-28 Time 14:37 Sent To  
Notes
2022-12-28 14:48:47THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1) SHEET A 401 LIIFE SAFETY - THERE IS AN INDICATION OF
 AN EXIT SIGN OVER A REAR DOOR LEADING INTO THE STORAGE
 106 ROOM.
  
 THAT SINGLE EXIT DOOR SWINGS AGAINST THE PATH OF EXIT
 TRAVEL.
  
 PER NFPA 101, CH 7 MEANS OF EGRESS
  
 7.2.1.4.2* DOOR LEAF SWING DIRECTION. DOOR LEAVES
 REQUIRED TO BE OF
 THE SIDE-HINGED OR PIVOTED-SWINGING TYPE SHALL SWING IN
 THE DIRECTION
 OF EGRESS TRAVEL UNDER ANY OF THE FOLLOWING CONDITIONS:
 (1) WHERE SERVING A ROOM OR AREA WITH AN OCCUPANT LOAD
 OF 50 OR MORE,
 EXCEPT UNDER ANY OF THE FOLLOWING CONDITIONS:
 (A) DOOR LEAVES IN HORIZONTAL EXITS SHALL NOT BE
 REQUIRED TO SWING
 IN THE DIRECTION OF EGRESS TRAVEL WHERE PERMITTED BY
 7.2.4.3.8.1
 OR 7.2.4.3.8.2.
 (B) DOOR LEAVES IN SMOKE BARRIERS SHALL NOT BE REQUIRED
 TO SWING
 IN THE DIRECTION OF EGRESS TRAVEL IN EXISTING HEALTH
 CARE OCCUPAN CIES, AS PROVIDED IN CHAPTER 19.
 (2) WHERE THE DOOR ASSEMBLY IS USED IN AN EXIT
 ENCLOSURE, UNLESS THE
 DOOR OPENING SERVES AN INDIVIDUAL LIVING UNIT THAT
 OPENS DIRECTLY
 INTO AN EXIT ENCLOSURE
 (3) WHERE THE DOOR OPENING SERVES A HIGH-HAZARD
 CONTENTS AREA
  
 PLEASE PROVIDE THE OCCUPANCY LOAD INDICATING COMPLIANCE
 WITH (1) OR CORRECT.
  
 1A) THE REAR EXIT DOOR NOTED ABOVE LEADS INTO A STORAGE
 ROOM LEADING TO A DOUBLE DOOR EXIT DISCHARGE.
  
 7.5.1.6 EXIT ACCESS FROM ROOMS OR SPACES SHALL BE
 PERMITTED TO BE
 THROUGH ADJOINING OR INTERVENING ROOMS OR AREAS,
 PROVIDED THAT SUCH
 ROOMS OR AREAS ARE ACCESSORY TO THE AREA SERVED.
 FOYERS, LOBBIES, AND
 RECEPTION ROOMS CONSTRUCTED AS REQUIRED FOR CORRIDORS
 SHALL NOT BE CON STRUED AS INTERVENING ROOMS. EXIT
 ACCESS SHALL BE ARRANGED SO THAT IT IS
 NOT NECESSARY TO PASS THROUGH ANY AREA IDENTIFIED UNDER
 PROTECTION FROM
 HAZARDS IN CHAPTERS 11 THROUGH 43
  
 THE PROPOSED OCCUPANCY CLASSIFICATION APPEARS TO BE
 MERCANTILE.
  
 PER NFPA 101 CH 36
  
 36.2.5.11 EXIT ACCESS IN CLASS A AND CLASS B MERCANTILE
 OCCUPANCIES
 THAT ARE PROTECTED THROUGHOUT BY AN APPROVED,
 SUPERVISED AUTOMATIC
 SPRINKLER SYSTEM IN ACCORDANCE WITH 9.7.1.1(1), AND
 EXIT ACCESS IN ALL
 CLASS C MERCANTILE OCCUPANCIES, SHALL BE PERMITTED TO
 PASS THROUGH
 STOREROOMS, PROVIDED THAT ALL OF THE FOLLOWING
 CONDITIONS ARE MET:
 (1) NOT MORE THAN 50 PERCENT OF EXIT ACCESS SHALL BE
 PROVIDED THROUGH
 THE STOREROOM.
 (2) THE STOREROOM SHALL NOT BE SUBJECT TO LOCKING.
 (3) THE MAIN AISLE THROUGH THE STOREROOM SHALL BE NOT
 LESS THAN 44 IN.
 (1120 MM) WIDE.
 (4) THE PATH OF TRAVEL THROUGH THE STOREROOM SHALL BE
 DEFINED, DIRECT,
 AND CONTINUOUSLY MAINTAINED IN AN UNOBSTRUCTED
 CONDITION.
  
 PLEASE PROVIDE PROVIDE DETAILS TO IN COMPLAINCE WITH
 THE CODE OR THAT SINGLE SWING DOOR CANNOT BE USED AS AN
 EXIT THROUGH THE STORAGE ROOM.
  
  
  
 2) SHEET A 302 - THERE IS AN INDICATION OF A DOOR
 SCHEDULE; HOWEVER, THERE ARE NO INDICATIONS OF
 LOCKS/LATCHES/DOOR CLOSURES, ETC SHOWING COMPLIANCE ON
 EIXT DOORS WITH NFPA 101, CH 7 MEANS OF EGRESS.
  
 PER NFPA 101
  
 7.2.1.5 LOCKS, LATCHES, AND ALARM DEVICES
  
 7.2.1.5.1 DOOR LEAVES SHALL BE ARRANGED TO BE OPENED
 READILY FROM THE
 EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED
  
 7.2.1.5.3 LOCKS, IF PROVIDED, SHALL NOT REQUIRE THE USE
 OF A KEY, A TOOL,
 OR SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM THE
 EGRESS SIDE
  
 7.2.1.5.10* A LATCH OR OTHER FASTENING DEVICE ON A DOOR
 LEAF SHALL BE
 PROVIDED WITH A RELEASING DEVICE THAT HAS AN OBVIOUS
 METHOD OF OPERATION
 AND THAT IS READILY OPERATED UNDER ALL LIGHTING
 CONDITIONS.
  
 PLEASE PROVIDE DETAILS AND/OR A NOTE OF ACKNOWLEDGMENT
 TO COMPLY WITH NFPA 101(VERIFIED ON FIRE INSPECTION)
  
  
  
 3) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 4) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2022-12-09 Cont ID  
Sent By pleduc Date 2022-12-09 Time   Rev Time 0.00
Received By pleduc Date 2022-12-08 Time 11:42 Sent To  
Notes
2022-12-08 16:11:56THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) THE SUBMITTED PLAN SHEET ARE BLURRY AND UNREADABLE
 ON 3 AVAIALBE PLAN REVIEW PLATFORMS, GOOGLE CHROME.
 EXPLORER & MICROSCOFT EDGE.
  
 PLEASE RESUBMIT AND TRY TO PROVIDE LEGIBLE PLAN SHEETS
 UNDER A DIFFERENT PROGRAM OR FORMATTING.
  
 2) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
 3) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop HIST HISTORICAL
Rev No 5 Status P Date 2023-07-25 Cont ID  
Sent By fmittner Date 2023-07-25 Time 16:50 Rev Time 0.00
Received By fmittner Date 2023-07-25 Time 16:50 Sent To  
Notes
***NONE***
Review Stop HIST HISTORICAL
Rev No 4 Status F Date 2023-06-15 Cont ID  
Sent By amhamilt Date 2023-06-15 Time 11:17 Rev Time 0.00
Received By amhamilt Date 2023-06-15 Time 11:16 Sent To  
Notes
2023-06-15 11:17:16THE PERMIT HAS FAILED FOR THE FOLLOWING REASON(S)
  
 SEE PREVIOUS HIST COMMENTS
  
 ANNE HAMILTON
 HISTORIC PRESERVATION PLANNER
 [email protected]
 561.822.1428
  
Review Stop HIST HISTORICAL
Rev No 3 Status F Date 2023-05-15 Cont ID  
Sent By amhamilt Date 2023-05-15 Time 10:38 Rev Time 0.00
Received By amhamilt Date 2023-05-15 Time 10:38 Sent To  
Notes
2023-05-15 10:39:23THE PERMIT HAS FAILED FOR THE FOLLOWING REASON(S)
  
 REQUIRES BOARD LEVEL REVIEW
  
 ANNE HAMILTON
 HISTORIC PRESERVATION PLANNER
 [email protected]
 561.822.1428
  
Review Stop HIST HISTORICAL
Rev No 2 Status F Date 2023-04-04 Cont ID  
Sent By fmittner Date 2023-04-04 Time 10:45 Rev Time 0.00
Received By fmittner Date 2023-04-04 Time 10:45 Sent To  
Notes
2023-04-04 10:46:20REQUIRES COA SUBMITTAL
Review Stop HIST HISTORICAL
Rev No 1 Status F Date 2022-12-30 Cont ID  
Sent By fmittner Date 2022-12-30 Time 16:29 Rev Time 0.00
Received By fmittner Date 2022-12-30 Time 16:29 Sent To  
Notes
2022-12-30 16:30:27PROPERTY IN HISTORIC DISTRICT REQUIRES COA
Review Stop I INCOMING/PROCESSING
Rev No 5 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By amcgrego Date 2023-07-24 Time 14:40 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2023-06-16 Cont ID  
Sent By aoliver Date 2023-06-16 Time 08:40 Rev Time 0.00
Received By aoliver Date 2023-05-22 Time 16:46 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2023-05-16 Cont ID  
Sent By aoliver Date 2023-05-16 Time 09:24 Rev Time 0.00
Received By aoliver Date 2023-04-12 Time 10:05 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2023-04-05 Cont ID  
Sent By aoliver Date 2023-04-05 Time 09:01 Rev Time 0.00
Received By aoliver Date 2023-03-06 Time 16:05 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2023-01-26 Time   Rev Time 0.00
Received By lmarchan Date 2022-12-22 Time 15:19 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2023-05-31 Cont ID  
Sent By lmarchan Date 2023-05-31 Time 12:40 Rev Time 0.00
Received By lmarchan Date 2023-05-23 Time 13:41 Sent To  
Notes
2023-05-31 12:39:335/31/23 NO FEES DUE. LEM
2023-05-23 13:41:26EMAILED IMPACT FOR REVIEW-AO
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2023-01-26 Cont ID  
Sent By jwitmer Date 2023-01-26 Time 08:25 Rev Time 0.00
Received By jwitmer Date 2023-01-18 Time 14:57 Sent To  
Notes
2023-01-26 08:25:52IMPACT FEES - DIGITAL SUBMITTALS:
 PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected].
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM???S 2W01-2W14 WEST PALM BEACH, FL.
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2023-01-13 Cont ID  
Sent By medwards Date 2023-01-13 Time 13:26 Rev Time 0.00
Received By medwards Date 2023-01-13 Time 13:26 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 4 Status P Date 2023-05-24 Cont ID  
Sent By rwbrown Date 2023-05-24 Time 12:55 Rev Time 0.00
Received By rwbrown Date 2023-05-24 Time 12:55 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2023-04-17 Cont ID  
Sent By rwbrown Date 2023-04-17 Time 15:02 Rev Time 0.00
Received By rwbrown Date 2023-04-17 Time 15:02 Sent To  
Notes
2023-04-17 15:03:222ND PLUMBING REVIEW
  
 THIS PLAN WAS REVIEWED FOR CODE COMPLIANCE AND FAILED
 BY RYAN BROWN WITH THE FOLLOWING COMMENTS.
  
 1. DONE
  
 2. DONE
  
 3. CORRECTION DOES NOT COMPLY - THE MIXING VALVE MUST
 BE INSTALLED AT THE HOT WATER SOURCE, NOT AT THE MOP
 SINK. 2020 FPC 613.1
  
 CORRECTION DOES NOT FULLY COMPLY WITH THE CODE SECTION
 - "ALL" HOT WATER MUST BE LIMITED BY A MIXING VALVE. IF
 YOU WANT 140 AS WELL AS 120, THEN TWO MIXING VALVES ARE
 NEEDED. CURRENTLY, THE 140 GOING TO THE MOP SINK IS
 ONLY LIMITED BY THE THERMOSTAT ON THE WATER HEATER. PER
 THE CODE SECTION - "THE THERMOSTAT FOR THE WATER HEATER
 SHALL NEVER BE THE LIMITING DEVICE FOR HOT AND/OR
 TEMPERED WATER DELIVERY".
 PROVIDE A TEMPERATURE-ACTUATED MIXING VALVE COMPLYING
 WITH ASSE 1017 AT THE WATER HEATER. FBC PL 607.1.1,
 613.1
  
 4. DONE
  
 5. DONE
  
 6. DONE
  
 RYAN W. BROWN
 CHIEF PLUMBING INSPECTOR
 OFFICE: 561-805-6692
 CELL: 561-517-4293
 EMAIL: [email protected]
  
  
 V7 FPC - 2020 FLORIDA PLUMBING CODE
 V7 FGC - 2020 FLORIDA FUEL GAS
 V7 FRC - 2020 FLORIDA RESIDENTIAL BUILDING CODE
 V7 FAC - 2020 FLORIDA ACCESSIBILITY CODE
 V7 FEX - 2020 FLORIDA EXISTING BUILDING CODE
 V7 FEC - 2020 FLORIDA ENERGY CONSERVATION
 2021 F.S. - 2021 FLORIDA STATUTES
 2021 F.A.C. - 2021 FLORIDA ADMINISTRATIVE CODE
 2017 WPB AMEND - 2017 WEST PALM BEACH AMENDMENTS TO THE
 FBC CHAPTER 1
  
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2023-03-07 Cont ID  
Sent By rwbrown Date 2023-03-07 Time 06:55 Rev Time 0.00
Received By rwbrown Date 2023-03-07 Time 06:55 Sent To  
Notes
2023-03-07 06:58:422ND PLUMBING REVIEW
  
 THIS PLAN WAS REVIEWED FOR CODE COMPLIANCE AND FAILED
 BY RYAN BROWN WITH THE FOLLOWING COMMENTS.
  
 1. DONE
  
 2. DONE
  
 3. CORRECTION DOES NOT FULLY COMPLY WITH THE CODE
 SECTION - "ALL" HOT WATER MUST BE LIMITED BY A MIXING
 VALVE. IF YOU WANT 140 AS WELL AS 120, THEN TWO MIXING
 VALVES ARE NEEDED. CURRENTLY, THE 140 GOING TO THE MOP
 SINK IS ONLY LIMITED BY THE THERMOSTAT ON THE WATER
 HEATER. PER THE CODE SECTION - "THE THERMOSTAT FOR THE
 WATER HEATER SHALL NEVER BE THE LIMITING DEVICE FOR HOT
 AND/OR TEMPERED WATER DELIVERY".
 PROVIDE A TEMPERATURE-ACTUATED MIXING VALVE COMPLYING
 WITH ASSE 1017 AT THE WATER HEATER. FBC PL 607.1.1,
 613.1
  
 4. DONE
  
 5. DONE
  
 6. DONE
  
 RYAN W. BROWN
 CHIEF PLUMBING INSPECTOR
 OFFICE: 561-805-6692
 CELL: 561-517-4293
 EMAIL: [email protected]
  
  
 V7 FPC - 2020 FLORIDA PLUMBING CODE
 V7 FGC - 2020 FLORIDA FUEL GAS
 V7 FRC - 2020 FLORIDA RESIDENTIAL BUILDING CODE
 V7 FAC - 2020 FLORIDA ACCESSIBILITY CODE
 V7 FEX - 2020 FLORIDA EXISTING BUILDING CODE
 V7 FEC - 2020 FLORIDA ENERGY CONSERVATION
 2021 F.S. - 2021 FLORIDA STATUTES
 2021 F.A.C. - 2021 FLORIDA ADMINISTRATIVE CODE
 2017 WPB AMEND - 2017 WEST PALM BEACH AMENDMENTS TO THE
 FBC CHAPTER 1
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2023-01-11 Cont ID  
Sent By jesmith Date 2023-01-11 Time 14:34 Rev Time 0.00
Received By jesmith Date 2023-01-11 Time 11:45 Sent To  
Notes
2023-01-11 14:20:34CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2020
 7TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2020 7TH EDITION
 FBC EX = FLORIDA EXISTING BUILDING CODE 2020 7TH
 EDITION
 FBC PL = FLORIDA PLUMBING CODE 2020 7TH EDITION
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
  
 22111251 1813 S DIXIE HWY
  
 1ST REVIEW
  
  
 PLUMBING COMMENTS: DENIED
  
 1.A402, A101: CLEARANCE AROUND A FLOOR MOUNTED WATER
 CLOSET SHALL BE 60 INCHES MINIMUM MEASURED
 PERPENDICULAR FROM THE SIDE WALL AND 59 INCHES DEEP
 MINIMUM FOR FLOOR MOUNTED WATER CLOSETS MEASURED
 PERPENDICULAR TO THE REAR WALL PER FBC ACC 604.8.1.1.
  
 2. P0.1/PLUMBING SPECIFICATION NOTE 24: TO SHOW
 COMPLIANCE WITH FBC EC C403.2.10, TABLE 403.2.10,
 PLEASE ADD TO NOTE "HOT WATER INSULATION THICKNESS
 SHALL BE MINIMUM 1 INCH"
  
 3. PROVIDE A TEMPERATURE-ACTUATED MIXING VALVE
 COMPLYING WITH ASSE 1017 AT THE WATER HEATER. FBC PL
 607.1.1, 613.1
  
 4. PROVIDE A TRAP SEAL PROTECTION SPECIFICATION AND
 DETAIL COMPLYING WITH ONE OF THE FOLLOWING: FBC
 1002.4.1.1, 1002.4.1.2, 1002.4.1.3 OR 1002.4.1.4.
  
 5. P0.1, P1.1/ SANITARY RISER, SANITARY PLAN VIEW:
 FLOOR DRAIN IN RESTROOM #103 SHALL CONNECT TO THE WET
 VENT, NOT THE WATER CLOSET FIXTURE DRAIN. FBC PL 912.1
  
 6. P0.1/SANITARY RISER: MOP SINK DRAIN SHALL NOT BE
 S-TRAPPED; SLOPE FROM TRAP TO VENT SHALL NOT EXCEED THE
 REQUIREMENTS OF FBC PL 909.1, 909.2, 1002.3
  
 END OF COMMENTS.
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS. ALL PLANS TO BE SIGNED
 AND SEALED BY THE DESIGNER AS REQUIRED BY FAC AND FS.
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER PX928
 PLUMBING INSPECTOR BN2148
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 MOBILE 561-246-0882
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 5 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2023-07-26 11:05:13ARCHITECTURAL & STRUCTURAL SHEETS DIGITALLY SIGNED.
 7-26-23 J WITMER
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status F Date 2023-05-24 Cont ID  
Sent By rwbrown Date 2023-05-24 Time 13:08 Rev Time 0.00
Received By rwbrown Date 2023-05-24 Time 13:03 Sent To  
Notes
2023-05-24 13:08:16 
 SIGNATURE REVIEW FAILED - THE FILES SUBMITTED ARE NOT
 ELECTRONICALLY SEALED
  
 PAGES A401; A000; A100; A300; A400; A101; A402; A102;
 A200; A301; A303 ARE NOT SEALED.
  
 RYAN W. BROWN
 CHIEF PLUMBING INSPECTOR
 OFFICE: 561-805-6692
 CELL: 561-517-4293
 EMAIL: [email protected]
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2023-04-17 Cont ID  
Sent By rwbrown Date 2023-04-17 Time 15:03 Rev Time 0.00
Received By rwbrown Date 2023-04-17 Time 15:03 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2023-03-21 Cont ID  
Sent By jwitmer Date 2023-03-21 Time 08:58 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2023-03-21 08:58:43PAPER PLANS
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2022-12-30 Cont ID  
Sent By mpeterso Date 2022-12-30 Time 08:54 Rev Time 0.00
Received By mpeterso Date 2022-12-30 Time 08:53 Sent To  
Notes
2023-01-11 14:30:51 
 N/A
2022-12-30 08:54:4612/30/22 SIGNATURE REVIEW OF PAPER PLANS/DOCUMENTS
 PASSED AND ROUTED TO STORAGE.MP
Review Stop Z ZONING
Rev No 3 Status P Date 2023-07-25 Cont ID  
Sent By fmittner Date 2023-07-25 Time 16:50 Rev Time 0.00
Received By fmittner Date 2023-07-25 Time 16:50 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2023-03-28 Cont ID  
Sent By vbroglia Date 2023-03-28 Time 13:29 Rev Time 0.00
Received By vbroglia Date 2023-03-28 Time 13:29 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2022-12-30 Cont ID  
Sent By asangele Date 2022-12-30 Time 16:30 Rev Time 0.00
Received By fmittner Date 2022-12-30 Time 16:30 Sent To  
Notes
2022-12-30 16:31:28REQUIRES SEPARATE LANDSCAPE PLAN AND DETIALED STRIPING
 PLAN FOR PARKING AREA.


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