Plan Review Details - Permit 22030450
Plan Review Stops For Permit 22030450
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2022-04-12 Cont ID  
Sent By cpuell Date 2022-04-12 Time 14:17 Rev Time 0.00
Received By cpuell Date 2022-04-12 Time 14:17 Sent To  
Notes
2022-04-12 14:17:20PCN ESTABLISHED
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2022-03-09 Cont ID  
Sent By cpuell Date 2022-03-09 Time 16:47 Rev Time 0.00
Received By cpuell Date 2022-03-09 Time 16:47 Sent To  
Notes
2022-03-09 16:47:17TOWN HOME WAS ISSUED THE ADDRESS OF 1901 DOCK ST AS
 PREVIOUSLY AGREED UPON. APPLICATION FORM NEEDS TO
 REFLECT THE CORRECT ADDRESS. A PARCEL CONTROL NUMBER
 NEEDS TO BE ESTABLISHED FOR THIS LOT, PLEASE SEE BELOW
 FOR INSTRUCTIONS:
 REQUEST A PALM BEACH COUNTY?S PARCEL SPLIT REQUEST FORM
 WHICH CAN BE FOUND AT THIS LINK
 HTTPS://WWW.PBCGOV.ORG/PAPA/DEPARTMENTS/GIS.HTM, THEY
 WILL ISSUE YOU WITH A UNIQUE PARCEL CONTROL NUMBER
 (PCN). WHEN YOU CONTACT THE PROPERTY APPRAISERS YOU
 NEED TO REQUEST PRELIMINARY LETTER OF THE PCN. ONCE YOU
 HAVE RECEIVED THE PRELIMINARY LETTER PLEASE CONTACT
 [email protected] OR CALL 561-805-6659 SO THAT I CAN
 ACTIVATE THE PARCEL.
 ALSO PLEASE NOTE THAT THE OVERALL PARCEL ADDRESS IS
 1919 DOCK ST WHICH WE WILL USE FOR THE COMMON AREAS AND
 THE NORTH BUILDING, THE SOUTH BUILDING WILL HAVE AN
 ADDRESS OF 1969 DOCK ST.
 CAROLINE PUELL
 ADDRESSING COORDINATOR
 [email protected]
 561-805-6659
  
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status P Date 2022-08-05 Cont ID  
Sent By scwelter Date 2022-06-06 Time 10:01 Rev Time 0.00
Received By scwelter Date 2022-08-05 Time 11:40 Sent To  
Notes
2022-06-06 10:04:14DEVELOPMENT SATISFIED THE PUBLIC ART REQUIREMENT.
 8.05.2022
  
  
 DEVELOPMENT SUBJECT TO PUBLIC ART REQUIREMENT. CONTACT
 [email protected]
  
 PERMITS TIED TOGETHER - 22030451, 22030452, 22030454,
 22030455, 220030456, 22030457
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2022-08-11 Cont ID  
Sent By rmcphers Date 2022-08-11 Time 10:53 Rev Time 0.00
Received By rmcphers Date 2022-08-11 Time 10:53 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2022-07-26 Cont ID  
Sent By rmcphers Date 2022-07-26 Time 15:27 Rev Time 0.00
Received By rmcphers Date 2022-07-26 Time 15:26 Sent To  
Notes
2022-07-26 15:27:10NEW TOWNHOUSE
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) ROOFING SYSTEM TO BE USED ON THE PROVIDED PRODUCT
 APPROVAL REQUIRES ADDITIONAL SIGNED AND SEALED
 ATTACHMENT DETAILS FROM AN ARCHITECT OR ENGINEER FOR
 ROOF WIND ZONES 2 AND 3 WHICH REQUIRE A HIGHER PRESSURE
 (PER DRAWING S-7) THAN THE MAXIMUM SHOWN ON THE PRODUCT
 APPROVAL (-52.5) - SEE NOTE NUMBER 9 ON THE PRODUCT
 APPROVAL.
  
 2) ROOFING SYSTEM PRODUCT APPROVALS MAY BE DEFERRED
 SUBMITTALS BY LISTING ITEMS TO BE DEFERRED ON THE
 CONSTRUCTION DOCUMENTS - FBC WPB 107.3.4.1 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.
  
  
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2022-06-08 Cont ID  
Sent By rmcphers Date 2022-06-08 Time 11:37 Rev Time 0.00
Received By rmcphers Date 2022-06-08 Time 11:12 Sent To  
Notes
2022-06-08 11:37:02NEW TOWNHOUSE
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) REVISED DRAWING A001 HAS BEEN UPLOADED TO PROJECTDOX
 ON TOP OF DRAWING A000 - PLEASE FIX
  
 2) ROOFING SYSTEM TO BE USED ON THE PROVIDED PRODUCT
 APPROVAL REQUIRES ADDITIONAL SIGNED AND SEALED
 ATTACHMENT DETAILS FROM AN ARCHITECT OR ENGINEER FOR
 ROOF WIND ZONES 2 AND 3 WHICH REQUIRE A HIGHER PRESSURE
 (PER DRAWING S-7) THAN THE MAXIMUM SHOWN ON THE PRODUCT
 APPROVAL (-52.5) - SEE NOTE NUMBER 9 ON THE PRODUCT
 APPROVAL.
  
 3) PLEASE PROVIDE THE SMART FLOOD VENT PRODUCT APPROVAL
 OR ICC EVALUATION CERTIFICATE.
  
 4) ELEVATION CERTIFICATES NEED CORRECTIONS -
  
 A) A9(A) INCORRECT SQUARE FOOTAGE OF THE GARAGE SHOWN.
 B) A9(B) INCORRECT NUMBER OF FLOOD VENTS SHOWN.
 C) A9(C) PLEASE SHOW THE TOTAL SQUARE INCHES OF FLOOD
 OPENINGS.
 D) A9(D) SMART VENTS ARE ENGINEERED VENTS - SHOULD BE
 MARKED "YES".
  
 5) SITE PLAN SHOULD SHOW THE SITE DRAINAGE - OR PROVIDE
 THE CIVIL STORM WATER DRAINAGE PLAN -
 FBC WPB 107.2.5 SITE PLAN. THE CONSTRUCTION DOCUMENTS
 SUBMITTED WITH THE APPLICATION FOR PERMIT SHALL BE
 ACCOMPANIED BY A SITE PLAN SHOWING TO SCALE THE SIZE
 AND LOCATION OF NEW CONSTRUCTION AND EXISTING
 STRUCTURES ON THE SITE, DISTANCES FROM LOT LINES, THE
 ESTABLISHED STREET GRADES AND THE PROPOSED FINISHED
 GRADES, DEPICTING THE PROPOSED LOT DRAINAGE AND, AS
 APPLICABLE, FLOOD HAZARD AREAS, FLOODWAYS, AND DESIGN
 FLOOD ELEVATIONS; AND IT SHALL BE DRAWN IN ACCORDANCE
 WITH AN ACCURATE AND INCLUDED ON A BOUNDARY LINE
 SURVEY. (PLEASE PROVIDE CUT SECTIONS FOR ANY PROPOSED
 WATER RETAINING SWALES)
  
 6) "PLUNGE POOL"- BARRIER SHOULD SURROUND THE POOL -
 THE GATE ON THE SIDE UNITS NEEDS TO BE SELF-CLOSING AND
 LATCHING PER FBC R4501.17.1.8
 ACCESS GATES, WHEN PROVIDED, SHALL BE SELF-CLOSING AND
 SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS
 R4501.17.1.1 THROUGH R4501.17.1.7 AND SHALL BE EQUIPPED
 WITH A SELF-LATCHING LOCKING DEVICE LOCATED ON THE POOL
 SIDE OF THE GATE. WHERE THE DEVICE RELEASE IS LOCATED
 NO LESS THAN 54 INCHES (1372 MM) FROM THE BOTTOM OF THE
 GATE, THE DEVICE RELEASE MECHANISM MAY BE LOCATED ON
 EITHER SIDE OF THE GATE AND SO PLACED THAT IT CANNOT BE
 REACHED BY A YOUNG CHILD OVER THE TOP OR THROUGH ANY
 OPENING OR GAP FROM THE OUTSIDE. GATES THAT PROVIDE
 ACCESS TO THE SWIMMING POOL MUST OPEN OUTWARD AWAY FROM
 THE POOL. THE GATES AND BARRIER SHALL HAVE NO OPENING
 GREATER THAN 1/2 INCH (12.7 MM) WITHIN 18 INCHES (457
 MM) OF THE RELEASE MECHANISM.
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2022-04-12 Cont ID  
Sent By rmcphers Date 2022-04-12 Time 17:02 Rev Time 0.00
Received By rmcphers Date 2022-04-12 Time 16:59 Sent To  
Notes
2022-04-12 17:02:01NEW TOWNHOUSE
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) PLEASE SHOW THE EMERGENCY EGRESS FROM THE 2ND FLOOR
 BEDROOMS THAT LEAD DIRECTLY TO A PUBLIC WAY - FBC
 R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED.
 BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM
 SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE
 AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE
 SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING
 SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY
 ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A
 PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A
 PUBLIC WAY.
  
 2) PLEASE PROVIDE THE PRODUCT APPROVAL FOR THE OVERHEAD
 GARAGE DOOR - THE GARAGE DOOR PRODUCT APPROVAL SHOWN ON
 THE DRAWINGS ALLOWS FOR BOTTOM VENTS OF 120 SQUARE
 INCHES MAX. - CUTTING HOLES IN THE GARAGE DOOR FOR
 FLOOD VENTS WILL VOID THE PRODUCT APPROVAL - PLEASE
 PROVIDE DETAILS FROM A DESIGN PROFESSIONAL TO INSTALL
 FLOOD VENTS IN THE OVERHEAD GARAGE DOOR BEYOND THE 120
 SQUARE INCHES ALLOWED BY THE PRODUCT APPROVAL.
  
 3) FLOOD VENTS SHOULD BE PLACED IN OPPOSITE SIDES OF
 THE BUILDING - PLEASE SHOW FLOOD VENTS IN THE SIDE OF
 THE BUILDING WHERE POSSIBLE FBC R322.2.2.1
  
 4) PLEASE SHOW THE REQUIRED WIND DESIGN PRESSURE FOR
 THE WINDOW AND DOOR OPENINGS FBC R301.2.1
  
 5) PLEASE PROVIDE THE ADDITIONAL ROOF SYSTEM ATTACHMENT
 DETAILS FROM A DESIGN PROFESSIONAL FOR WIND ZONES 2 AND
 3 AS NOTED ON THE ROOF SYSTEM PRODUCT APPROVAL.
  
 6) PLEASE SHOW THE "PLUNGE POOL" BARRIER FROM THE
 RESIDENCE PER FBC R4502.17.1
  
 7) PLEASE PROVIDE AN ELEVATION CERTIFICATE MARKED
 "CONSTRUCTION DRAWINGS" FBC WPB 107.3.5.3
  
 8) PLEASE SHOW EQUIPMENT ELEVATION IN THE GARAGE OR
 OUTSIDE THE BUILDING FBC R322.1.6 PROTECTION OF
 MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS.
 ELECTRICAL SYSTEMS, EQUIPMENT AND COMPONENTS; HEATING,
 VENTILATING, AIR CONDITIONING; PLUMBING APPLIANCES AND
 PLUMBING FIXTURES; DUCT SYSTEMS; AND OTHER SERVICE
 EQUIPMENT SHALL BE LOCATED AT OR ABOVE THE ELEVATION
 REQUIRED IN SECTION R322.2 OR R322.3.
  
 9) THE WALLS SEPARATING THE TOWNHOUSES CANNOT HAVE
 OPENINGS BELOW THE 2ND FLOOR IN THE COURT YARD AREA -
 FBC R302.2.1 CONTINUITY.
 THE FIRE-RESISTANCE-RATED WALL OR ASSEMBLY SEPARATING
 TOWNHOUSES SHALL BE CONTINUOUS FROM THE FOUNDATION TO
 THE UNDERSIDE OF THE ROOF SHEATHING, DECK OR SLAB. THE
 FIRE-RESISTANCE RATING SHALL EXTEND THE FULL LENGTH OF
 THE WALL OR ASSEMBLY, INCLUDING WALL EXTENSIONS THROUGH
 AND SEPARATING ATTACHED ENCLOSED ACCESSORY STRUCTURES.
  
 10) DRAWING S2 SHOWS A CUT SECTION (9/S6) AND (10/S6)
 WHICH SHOWS THE FLOOR SHEATHING RUNNING CONTINOUS
 THROUGH THE COMMON 2 HR RATED WALL FBC R302.2.1
 CONTINUITY.
 THE FIRE-RESISTANCE-RATED WALL OR ASSEMBLY SEPARATING
 TOWNHOUSES SHALL BE CONTINUOUS FROM THE FOUNDATION TO
 THE UNDERSIDE OF THE ROOF SHEATHING, DECK OR SLAB. THE
 FIRE-RESISTANCE RATING SHALL EXTEND THE FULL LENGTH OF
 THE WALL OR ASSEMBLY, INCLUDING WALL EXTENSIONS THROUGH
 AND SEPARATING ATTACHED ENCLOSED ACCESSORY STRUCTURES.
  
 11) A SEPARATE PERMIT IS REQUIRED FOR - SITE LIGHTING,
 FENCING, POOL.
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2022-03-25 Cont ID  
Sent By jleahy Date 2022-03-25 Time 16:33 Rev Time 0.00
Received By jleahy Date 2022-03-25 Time 14:21 Sent To  
Notes
***NONE***
Review Stop E-LOWVOLT ELECTRICAL LOW VOLTAGE
Rev No 1 Status P Date 2022-03-25 Cont ID  
Sent By jleahy Date 2022-03-25 Time 16:33 Rev Time 0.00
Received By jleahy Date 2022-03-25 Time 16:33 Sent To  
Notes
2022-03-25 16:34:38TV, PHONES, DATA JLEAHY
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2022-06-14 Cont ID  
Sent By rrossano Date 2022-06-14 Time   Rev Time 0.00
Received By rrossano Date 2022-06-14 Time   Sent To  
Notes
2022-06-14 14:37:12PASSED WITH PROVISO: UPLOAD APPROVED CIVIL PLANS FROM
 FORMAL ENGINEERING REVIEW E21100031.
  
 THANKS,
 RICK ROSSANO, SENIOR PROJECT COORDINATOR, CITY OF WPB
 ENGINEERING SERVICES DEPARTMENT
 (561) 494-1098, FAX: (561) 494-1116 EMAIL:
 [email protected]
 CENTRAL OPERATIONS CENTER (DISPATCH):
 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC
 UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2022-03-23 Cont ID  
Sent By rrossano Date 2022-03-23 Time   Rev Time  
Received By rrossano Date 2022-03-23 Time   Sent To  
Notes
2022-03-23 13:23:17UNDER FORMAL ENGINEERING SUBMITTAL REVIEW E21100031.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2022-07-22 Cont ID  
Sent By pleduc Date 2022-07-22 Time   Rev Time 0.00
Received By pleduc Date 2022-07-22 Time 12:33 Sent To  
Notes
2022-07-22 12:34:33FIRE PROVISO:
  
 ALL FIRE LINE UNDERGROUND & FIRE SPRINKLER WORK SHALL
 BE SUBMITTED UNDER SEPARATE PERMITS & SHOP DRAWINGS.
  
 THE FIRE SPRINKLER SYSTEM IS REQUIRED TO BE MONITORED
 WITH THE FIRE ALARM WORK BEING SUBMITTED UNDER SEPARATE
 PERMITS & SHOP DRAWINGS.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2022-06-09 Cont ID  
Sent By pleduc Date 2022-06-09 Time   Rev Time 0.00
Received By pleduc Date 2022-06-09 Time 12:08 Sent To  
Notes
2022-06-09 12:32:42THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1) SHEET A000 - THERE ARE INDICATIONS OF TOWNHOME
 CONSTRUCTION WITH FEATURES OF FIRE SEPARATION OF EACH
 UNIT, HOWEVER, A FIRE SPRINKLER SYSTEM IS BEING
 PROPOSED.
  
 THERE ARE ALSO INDICATIONS OF A BUILDING CLASSIFICATION
 OF R101.2, WHICH IS A BUILDING CODE REFERENCE.
  
 AN OCCUPACNY CLASSIFICATION OF 1 OR 2 FAMILY DWELLING,
 CH 24 DOES NOT REQUIRE A LIFE SAFETY REVIEW.
  
 FOR THE OFFICIAL RECORD, PLEASE PROVIDE THE PROPOSED
 OCCUPANCY CLASSIFICATION PER THE FLORIDA FIRE
 PREVENTION CODE.
  
 1A) NOT WITHSTANDING THE ANSWER TO # 1 ABOVE, A FIRE
 SPRINKLER IS PROPOSED.
  
 SHEET A000 INDICATES "FULLY SPRINKLERED (UNDER SEPARATE
 PERMIT)
  
 THIS IS INCORRECT. THE FIRE SPRINKLER SYSTEM DESIGN
 SHALL BE SUBMITTED WITH THIS MASTR PERMIT PER F.A.C.
 61G15
  
 PER FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004,
 FIRE PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
 POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
 APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
 CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
 SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
 AND ANY PERFORMANCE BASED INFORMATION SUCH AS
 PRE-ENGINEERED SYSTEMS.
  
 61G15-30.003 MINIMUM REQUIREMENTS FOR ENGINEERING
 DOCUMENTS.
 (1) ENGINEERING DOCUMENTS ARE PREPARED IN THE COURSE OF
 PERFORMING ENGINEERING SERVICES. WHEN PREPARED FOR
 INCLUSION WITH AN APPLICATION FOR A GENERAL BUILDING
 PERMIT, THE DOCUMENTS SHALL MEET ALL ENGINEER?S
 RESPONSIBILITY RULES, SET FORTH IN CHAPTERS 61G15-31,
 61G15-32, 61G15-33, AND 61G15-34, F.A.C., AND BE OF
 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 THE FLORIDA BUILDING
 CODE, ADOPTED IN SECTION 553.73, F.S., AND APPLICABLE
 LAWS, ORDINANCES, RULES AND REGULATIONS, AS DETERMINED
 BY THE AHJ. THE DOCUMENTS SHALL INCLUDE:
 (A) INFORMATION THAT PROVIDES MATERIAL SPECIFICATIONS
 REQUIRED FOR THE SAFE OPERATION OF THE SYSTEM THAT IS A
 RESULT OF ENGINEERING CALCULATIONS, KNOWLEDGE AND
 EXPERIENCE.
 (B) LIST FEDERAL, STATE, MUNICIPAL, AND COUNTY
 STANDARDS, CODES, ORDINANCES, LAWS, AND RULES, WITH
 THEIR EFFECTIVE DATES, THAT THE ENGINEERING DOCUMENTS
 ARE INTENDED TO CONFORM TO.
 (C) INFORMATION, AS DETERMINED BY THE ENGINEER OF
 RECORD, NEEDED FOR THE SAFE AND EFFICIENT OPERATION OF
 THE SYSTEM.
 (D) LIST ENGINEERING DESIGN CRITERIA; REFERENCE PROJECT
 SPECIFIC STUDIES, REPORTS, AND DELEGATED ENGINEERING
 DOCUMENTS.
 (E) IDENTIFY CLEARLY ELEMENTS OF THE DESIGN THAT VARY
 FROM THE GOVERNING STANDARDS AND DEPICT/IDENTIFY THE
 ALTERNATE METHOD USED TO ENSURE COMPLIANCE WITH THE
 STATED PURPOSE OF THESE RESPONSIBILITY RULES.
 (2) ENGINEERS SHALL LEGIBLY INDICATE THEIR NAME AND
 BUSINESS ADDRESS, ON ENGINEERING DOCUMENTS. ENGINEERING
 DOCUMENTS WHICH ARE ISSUED FOR PRELIMINARY OR
 CONCEPTUAL USE, SHALL CLEARLY NOTE THE INTENDED PURPOSE
 OF SUCH DOCUMENTS.
 (3) WHEN ELEMENTS OF THE PROJECT ARE SHOWN ON AN
 ENGINEERING DOCUMENT ONLY FOR INFORMATION OR
 CLARIFICATION AND THE ENGINEER DOES NOT INTEND TO
 ACCEPT RESPONSIBILITY FOR THE ELEMENTS, THE ENGINEER
 SHALL CLEARLY NOTE ON THE DOCUMENTS THE EXTENT OF HIS
 RESPONSIBILITY.
 (4) ENGINEERING DRAWINGS SHALL BE LEGIBLE AND CLEARLY
 DEFINE AND DELINEATE THE WORK IN THE PROJECT. THEY MUST
 ALSO COMPLY WITH CHAPTER 61G15-23, F.A.C., SEALS.
 (5) ENGINEERS SHALL CLEARLY NOTE ON ANY PRELIMINARY
 ENGINEERING DOCUMENTS THAT SUCH DOCUMENTS ARE NOT IN
 FINAL FORM, BUT ARE BEING TRANSMITTED TO THE PUBLIC
 AGENCY TO RECEIVE AGENCY REVIEWS, COMMENTS AND
 INTERPRETATIONS. THE DOCUMENTS MAY SUBSEQUENTLY BE
 REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES
 WITH THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE
 AGENCY. CHANGES, REVISIONS AND MODIFICATIONS TO A
 PROJECT MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR
 AGENCY APPROVAL ACTION ON THE SAME PROJECT.
  
 61G15-32.004 DESIGN OF WATER BASED FIRE PROTECTION
 SYSTEMS.
 (1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT
 ARE NOT LIMITED TO, AUTOMATIC SPRINKLER SYSTEMS OF WET,
 DRY, FINE WATER SPRAY (MIST), MANUAL, AND DELUGE VALVE
 CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE
 WATER MAINS AND DEDICATED FIRE PROTECTION WATER
 SOURCES.
 (2) TO ENSURE MINIMUM DESIGN QUALITY IN FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL
 INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN
 APPLICABLE:
 (A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER
 SUPPLY AS DEFINED BY 633.021(18) F.S.
 (B) APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE
 CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING
 STUDY, JUDGMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND
 CONCLUSIONS.
 (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA.
 (D) DESIGN APPROACH, WHICH INCLUDES SYSTEM TYPE,
 DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR
 EACH SEPARATE 42 HAZARD OCCUPANCY.
 (E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS
 MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR
 CIRCULATING; AND IF DEAD-END, THE DISTANCE TO THE
 NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM
 DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY
 DEMANDING DESIGN AREA.
 (F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE
 FLOW TEST DATA, INCLUDING DATE AND TIME OF TEST, WHO
 CONDUCTED TEST OR SUPPLIED INFORMATION, TEST ELEVATION,
 STATIC GAUGE PRESSURE AT NO FLOW, FLOW RATE WITH
 RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND
 LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF
 SERVICE.
 (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE
 POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF
 WATER.
 (H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF
 RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER
 SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION
 (MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH THE
 LOCAL WATER PURVEYOR AND/OR FIRE OFFICIAL, FAMILIARITY
 WITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY
 TESTING OF WATER SUPPLIES. WHEN CONDITIONS ARE FOUND
 THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE
 PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE
 MEASURES.
 (I) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND
 DETAILS TO MEET LOCAL WATER PURVEYOR REQUIREMENTS
 INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP.
 (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD
 AND INTERIOR FIRE PROTECTION COMPONENTS.
 (3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE
 MINIMUM DESIGN PARAMETERS SHALL BE CONSIDERED MATERIAL
 DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING
 APPROVAL AND DOCUMENTATION.
 (4) IN THE EVENT THE ENGINEER OF RECORD PROVIDES MORE
 INFORMATION AND DIRECTION THAN IS ESTABLISHED ABOVE, HE
 OR SHE SHALL BE HELD RESPONSIBLE FOR THE TECHNICAL
 ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE
 CODES, STANDARDS, AND SOUND ENGINEERING PRINCIPLES.
  
 EVEN IF THE EOR DEFERS TO A LOCAL QUALIFIED CONTRACTOR,
 THAT CONTRACTOR MUST SUBMIT THE REQUIRED 61G
 INFORMATION WITH THIS MASTER.
  
 PLEASE REVIEW AND ENSURE COMPLIANCE.
  
  
 1B) THE PROPOSED FIRE SPRINKLER SYSTEM SHALL BE
 MONITORED.
  
 PER NFPA 101 CH 9
  
 9.7.2.1.1 WHERE SUPERVISED AUTOMATIC SPRINKLER SYSTEMS
 ARE REQUIRED
 BY ANOTHER SECTION OF THIS CODE, SUPERVISORY
 ATTACHMENTS SHALL BE
 INSTALLED AND MONITORED FOR INTEGRITY IN ACCORDANCE
 WITH NFPA 72 AND
 A DISTINCTIVE SUPERVISORY SIGNAL SHALL BE PROVIDED TO
 INDICATE A CONDITION
 THAT WOULD IMPAIR THE SATISFACTORY OPERATION OF THE
 SPRINKLER SYSTEM.
 9.7.2.1.2 SUPERVISORY SIGNALS SHALL SOUND AND SHALL BE
 DISPLAYED EITHER AT
 A LOCATION WITHIN THE PROTECTED BUILDING THAT IS
 CONSTANTLY ATTENDED BY
 QUALI FIED PERSONNEL OR AT AN APPROVED, REMOTELY
 LOCATED RECEIVING FACILITY
  
 9.7.2.2 ALARM SIGNAL TRANSMISSION.
 9.7.2.2.1 WHERE SUPERVISION OF AUTOMATIC SPRINKLER
 SYSTEMS IS REQUIRED
 BY ANOTHER SECTION OF THIS CODE, WATERFLOW ALARMS SHALL
 BE TRANSMITTED
 TO AN APPROVED, PROPRIETARY ALARM-RECEIVING FACILITY, A
 REMOTE STATION, A
 CENTRAL STATION, OR THE FIRE DEPARTMENT
  
 PLEASE REVIEW AND PROVIDE DETAILS.
  
  
 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 G GAS REVIEW
Rev No 2 Status P Date 2022-06-07 Cont ID  
Sent By rwbrown Date 2022-06-07 Time 13:50 Rev Time 0.00
Received By rwbrown Date 2022-06-07 Time 13:46 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2022-03-25 Cont ID  
Sent By lcrespo Date 2022-03-25 Time 09:23 Rev Time 0.00
Received By lcrespo Date 2022-03-25 Time 09:23 Sent To  
Notes
2022-03-25 10:49:5503/25/22 1ST GAS 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. A SUB GAS PERMIT IS REQUIRED BY A LICENSED
 CONTRACTOR FOR THE SCOPE OF WORK PER THE WPB AMENDMENTS
 TO THE FBC SEC. 105.1. PLEASE PLACE A NOT ON PLANS.
  
 2. WOULD YOU PLEASE SUBMIT EACH LENGTH OF ALL CUT
 SECTIONS OF PIPE ON THE ISOMETRIC DRAWING PER 2020 FBC
 RES. SECS. G2413.4.1, G2413.4.2.
  
 3. IS THE POOL HEATER IN A GARAGE? WOULD YOU PLEASE
 SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE FBC RES.
 SEC. G2407.1 AND G2439.4. IF THE LOUVER IS USED, SHOW
 THE LOUVERS' LOCATIONS THAT ARE BEING INSTALLED FOR THE
 COMBUSTION AIR. THE LOUVERS CANNOT BE LOCATED ON AN
 EXTERIOR WALL THAT IS FIRE RATED AS THE FIRE RATING OF
 THE WALL MUST BE MAINTAINED PER THE WPB AMENDMENTS TO
 FBC SEC.107.2.1. PLEASE PROVIDE VENTING DIAGRAMS
 SHOWING THE TYPE AND SIZE OF GAS VENTS, GAS VENT RUNS,
 AND TERMINATION LOCATIONS FOR POOL HEATER PER THE 2020
 FBC FG SEC. 503.
  
 4. SHOW THE DISTANCE FROM THE POINT OF THE DELIVERY GAS
 METER TO THE MOST REMOTE OUTLET IN THE BUILDING AND/OR
 SYSTEM PER THE 2020 FBC RES. SEC. G2413.4.1.
  
 5. LIST THE BTU LOAD OF EACH APPLIANCE WITH THE TOTAL
 BTU LOAD ON THE SYSTEM. REFER TO THE 2020 FBC RES. SEC.
 G2413.
  
 6. WOULD YOU PLEASE PROVIDE WHAT TYPE OF GAS (LP OR
 NATURAL) IS BEING USED PER THE WPB AMENDMENTS TO THE
 FBC SEC. 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 7. INDICATE THE SYSTEM'S DELIVERY PRESSURE (PSI) ON THE
 PLAN PER THE 2020 FBC RES. SEC. G2413.2.
  
 8. WOULD YOU PLEASE PROVIDE MANUFACTURES SPECIFICATIONS
 FOR ALL EQUIPMENT TO VERIFY COMPLIANCE WITH 2020 FBC
 RES. SEC. G2408.1. GAS APPLIANCES SHALL BE LISTED AND
 LABELED. THE INSTALLATION MANUALS FOR ALL GAS
 APPLIANCES/EQUIPMENT SHALL BE ONSITE AT THE TIME OF
 INSPECTION PER THE 2020 FBC RES. SEC. G2413.2 AND
 G2404.3.
  
 9. A GAS GRILL IS LABELED FOR OUTDOOR USE, AND IT SEEMS
 TO BE IN A COVERED PATIO; IF SO, PLEASE PROVIDE
 MANUFACTURERS RECOMMENDATION FOR A VENTILATION HOOD PER
 THE 2020 FG 305.1 OR 2020 FBC RES. SEC. G2408.1. A
 SEPARATE PERMIT MAY BE REQUIRED FOR HOOD PER THE WPB
 AMENDMENTS TO THE FBC SEC. 105.1.
  
 10. WOULD YOU PLEASE LABEL THE SHUTOFF VALVES AND DRIP
 LEGS ON GAS ISOMERIC PER THE 2020 FBC RES. SEC. G2420.5
 AND SHOW SHUT OFF ON THE MAIN METER, PLEASE.
  
 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
  
 WEST PALM BEACH AMENDMENTS 2017 FBC CHAPTER; UPON
 REQUEST.
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2022-08-11 Cont ID  
Sent By rmcphers Date 2022-08-11 Time 10:57 Rev Time 0.00
Received By rmcphers Date 2022-08-03 Time 13:53 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2022-07-28 Cont ID  
Sent By lmarchan Date 2022-07-28 Time 08:09 Rev Time 0.00
Received By lmarchan Date 2022-07-21 Time 15:22 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-06-21 Cont ID  
Sent By lmarchan Date 2022-06-21 Time 11:45 Rev Time 0.00
Received By lmarchan Date 2022-06-06 Time 06:32 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-04-13 Cont ID  
Sent By aoliver Date 2022-04-13 Time 09:04 Rev Time 0.00
Received By aoliver Date 2022-03-21 Time 09:10 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2022-08-25 Cont ID  
Sent By aoliver Date 2022-08-25 Time 11:17 Rev Time 0.00
Received By aoliver Date 2022-08-11 Time 12:21 Sent To  
Notes
2022-08-24 15:55:538/24/22 RECEIOT MU-2022-038868-0000 - $38,207.69 PAID
 AO
2022-08-11 12:21:398/11/22 EMAILED IMPACT TO REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2022-04-12 Cont ID  
Sent By rmcphers Date 2022-04-12 Time 16:59 Rev Time 0.00
Received By rmcphers Date 2022-04-12 Time 16:59 Sent To  
Notes
2022-04-12 17:00:30PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECTDOX 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] .
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2022-06-13 Cont ID  
Sent By medwards Date 2022-06-13 Time 11:09 Rev Time 0.00
Received By medwards Date 2022-06-13 Time 11:09 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2022-03-25 Cont ID  
Sent By medwards Date 2022-03-25 Time 08:27 Rev Time 0.00
Received By medwards Date 2022-03-25 Time 07:05 Sent To  
Notes
2022-03-25 08:27:281ST REVIEW FBC-2020 MECHANICAL
 PERMIT-22030450
  
 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) AN ENERGY CALCULATION MUST BE SUBMITTED FOR EACH
 TOWN HOUSE, THIS SUBMITTAL MUST INCLUDE THE ADDRESS FOR
 EACH TOWNHOME. FBC EC R402
  
 2) A MECHANICAL EQUIPMENT SIZING CALCULATION MUST BE
 SUBMITTED FOR EACH TOWN HOUSE. FBC EC R403.7
  
 3) THE PERMIT APPLICATION MUST HAVE THE CORRECT ADDRESS
 FOR EACH TOWN HOUSE. FBC 107.2.1
  
 4) EACH TOWN HOUSE MUST HAVE A SEPARATE PERMIT
 APPLICATION. THE PERMIT APPLICATIONS ?WORK DESCRIPTION?
 STATES NEW CONSTRUCTION OF 7 TOWNHOUSES ON EACH
 APPLICATION SUBMITTED. PLEASE SHOW THAT EACH
 APPLICATION IS FOR A SPECIFIC ADDRESS AND PROJECT FOR
 THAT ADDRESS. FBC 107.2.1
  
 5) UNIT SHEETS: KEYNOTE 3 SPECS OUT A RE-CIRCULATING
 TYPE RANGE HOOD BUT IN THE SUPPORTING DOCUMENTS THERE
 IS A 600 CFM HOOD EXHAUST FAN. PLEASE EITHER SHOW THE
 DUCTWORK FOR THE HOOD AND THE TERMINATION LOCATION OR
 REMOVE THE 600 CFM HOOD MOTOR IN THE SUPPORTING
 DOCUMENTS FOR THIS SUBMITTAL. FBC 107.2.1
  
 6) PLEASE PROVIDE VENTILATION REQUIREMENTS FROM THE
 MANUFACTURER FOR THE POOL MOTOR AND POOL PUMPS THAT ARE
 LOCATED IN THE GARAGES. FBC 107.2.1
  
  
  
  
 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 NFIP NFIP REVIEW ACTIVITY
Rev No 3 Status P Date 2022-07-26 Cont ID  
Sent By rmcphers Date 2022-07-26 Time 15:28 Rev Time 0.00
Received By rmcphers Date 2022-07-26 Time 15:28 Sent To  
Notes
2022-07-26 15:32:52AE 12.1
  
 PROPOSED LOWEST FLOOR = 14.2 NAVD
  
 GARAGE AT 11.00 NAVD - PROPOSED FLOOD VENTS
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 2 Status F Date 2022-06-08 Cont ID  
Sent By rmcphers Date 2022-06-08 Time 11:39 Rev Time 0.00
Received By rmcphers Date 2022-06-08 Time 11:39 Sent To  
Notes
2022-06-08 11:39:31AE 12.1
  
 SEE BUILDING PLAN REVIEW
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status F Date 2022-05-04 Cont ID  
Sent By rmcphers Date 2022-05-04 Time 10:52 Rev Time 0.00
Received By rmcphers Date 2022-05-04 Time 10:52 Sent To  
Notes
2022-05-04 10:51:57AE 12.1
  
 SEE BUILDING PLAN REVIEW
Review Stop P PLUMBING
Rev No 2 Status P Date 2022-06-07 Cont ID  
Sent By rwbrown Date 2022-06-07 Time 13:50 Rev Time 0.00
Received By rwbrown Date 2022-06-07 Time 13:46 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2022-03-25 Cont ID  
Sent By lcrespo Date 2022-03-25 Time 10:49 Rev Time 0.00
Received By lcrespo Date 2022-03-25 Time 09:23 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status N Date 2022-08-11 Cont ID  
Sent By rmcphers Date 2022-08-11 Time 10:54 Rev Time 0.00
Received By rmcphers Date 2022-08-11 Time 10:54 Sent To  
Notes
2022-08-11 10:54:51ROOFING SYSTEM TO BE DEFERRED
  
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status F Date 2022-07-26 Cont ID  
Sent By rmcphers Date 2022-07-26 Time 15:27 Rev Time 0.00
Received By rmcphers Date 2022-07-26 Time 15:27 Sent To  
Notes
2022-07-26 15:27:52SEE BUILDING PLAN REVIEW
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2022-06-08 Cont ID  
Sent By rmcphers Date 2022-06-08 Time 11:37 Rev Time 0.00
Received By rmcphers Date 2022-06-08 Time 11:37 Sent To  
Notes
2022-06-08 11:38:54SEE BUILDING PLAN REVIEW
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2022-04-12 Cont ID  
Sent By rmcphers Date 2022-04-12 Time 17:00 Rev Time 0.00
Received By rmcphers Date 2022-04-12 Time 17:00 Sent To  
Notes
2022-04-12 17:00:58SEE BUILDING PLAN REVIEW
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2022-08-11 Cont ID  
Sent By rmcphers Date 2022-08-11 Time 10:55 Rev Time 0.00
Received By rmcphers Date 2022-08-11 Time 10:55 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2022-07-26 Cont ID  
Sent By rmcphers Date 2022-07-26 Time 15:56 Rev Time 0.00
Received By rmcphers Date 2022-07-26 Time 15:56 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2022-06-08 Cont ID  
Sent By rmcphers Date 2022-06-08 Time 11:55 Rev Time 0.00
Received By rmcphers Date 2022-06-08 Time 11:55 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2022-04-12 Cont ID  
Sent By rmcphers Date 2022-04-12 Time 17:22 Rev Time 0.00
Received By rmcphers Date 2022-04-12 Time 17:21 Sent To  
Notes
2022-04-12 17:22:58SIGNATURE REVIEW
  
 CORRECTIONS NEEDED -
  
 1) THE PROVIDED SURVEY AND THE SOIL REPORT DO NOT SHOW
 AS DIGITALLY SIGNED IN ADOBE READER -
  
 SIGNED AND SEALED DRAWINGS IN PROJECTDOX NEED TO BE
 DIGITALLY/ELECTRONICALLY SIGNED BY THE ENGINEER OR
 ARCHITECT TO BE USED IN ELECTRONIC PLAN REVIEW. (A
 CERTIFICATE-BASED DIGITAL SIGNATURE (OFTEN JUST CALLED
 A DIGITAL SIGNATURE) IS A SPECIFIC TYPE OF
 E-SIGNATURE).- OR - IF YOUR ARCHITECT OR ENGINEER DOES
 NOT HAVE AN ELECTRONIC OR DIGITAL SIGNATURE - YOU CAN
 DROP OFF THE ORIGINAL SIGNED AND SEALED
 DRAWINGS/DOCUMENTS TO THE FRONT DESK IN THE BUILDING
 DIVISION AT THE CITY HALL.
  
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
  
2022-03-25 08:29:22MECHANICAL DIGITAL SIGNATURES APPROVED.ME
Review Stop Z ZONING
Rev No 3 Status P Date 2022-07-27 Cont ID  
Sent By llouie Date 2022-07-27 Time   Rev Time 0.00
Received By llouie Date 2022-07-27 Time   Sent To  
Notes
2022-07-27 15:36:03 
 ZONING APPROVED WITH THE FOLLOWING PROVISOS:
  
 1.) A MINOR PLANNED DEVELOPMENT (PD) AMENDMENT FOR THE
 AS-BUILT SHALL BE REQUIRED PRIOR TO THE ISSUANCE OF THE
 FIRST CERTIFICATE OF OCCUPANCY (C.O.).
  
 2.) ALL CONDITIONS IN ORDINANCE NO. 4967-21 SHALL BE
 ADDRESSED PER THE TIMELINES SPECIFIED.
  
 3.) BASE BUILDING HEIGHT MEASUREMENT SHALL BE AT FEMA
 APPROVED ELEVATION. MAXIMUM BUILDING HEIGHT SHALL NOT
 EXCEED 30 FT. WITH EXCEPTION TO THE 10% ALLOWANCE FOR
 ARCHITECTURAL FEATURES.
  
 * SEE STAMPED SHEETS FOR ZONING APPROVAL AND NOTES.
  
Review Stop Z ZONING
Rev No 2 Status F Date 2022-06-21 Cont ID  
Sent By llouie Date 2022-06-21 Time   Rev Time 0.00
Received By llouie Date 2022-06-21 Time   Sent To  
Notes
2022-06-21 10:12:59** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) MINOR CHANGES HAVE BEEN DETECTED THAT DO NOT MATCH
 THE APPROVED PLANS (I.E. ARCHITECTURAL, MINOR SITE
 DEVIATIONS, FLOOR PLANS, ETC.). A MINOR PD AMENDMENT IS
 REQUIRED PRIOR TO ZONING SIGN-OFF OF THIS PERMIT.
 PLEASE CONTACT ZONING STAFF FOR ADDITIONAL INFORMATION
 ON THE PROCESS (IF NECESSARY).
  
 2.) CONDITIONS OF APPROVAL PER ORDINANCE NO. 4967-21
 HAVE NOT BEEN MET. A TREE ALTERNATION PERMIT HAS YET TO
 BE SUBMITTED. THIS PERMIT SHOULD HAVE BEEN APPLIED FOR
 PRIOR TO SITE CLEARING, WHICH HAS ALREADY BEEN
 COMPLETED.
  
  
 NOTES:
  
 * CONDITIONS OF APPROVAL, PER ORDINANCE NO. MUST BE
 SATISFIED PRIOR TO THE ISSUANCE OF A PERMIT AND/OR
 CERTIFICATE OF OCCUPANCY (C.O.) FOR THIS PROJECT.
 PLEASE ENSURE ALL CONDITIONS ARE MET IN A TIMELY
 MANNER. SUPPORTING DOCUMENTATION WILL BE REQUIRED TO
 ENSURE ALL CONDITIONS HAVE BEEN MET.
  
 * SEPARATE PERMITS REQUIRED: SITE LIGHTING (INCLUDE
 PHOTOMETRICS), LIGHTING, PLUNGE POOL FOR LOT 14.
  
 * ANY REVISIONS MAY RESULT IN ADDITIONAL COMMENTS.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
 * ZONE: RPD (PARK CENTRAL)/ORDINANCE NO. 4967-21.
  
 * PLAT REFERENCE: RESOLUTION NO. 231-21 (PLAT BOOK/PAGE
 #: 133/100).
  
Review Stop Z ZONING
Rev No 1 Status F Date 2022-03-28 Cont ID  
Sent By llouie Date 2022-03-28 Time   Rev Time  
Received By llouie Date 2022-03-28 Time   Sent To  
Notes
2022-03-28 11:47:47** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) ALL PERMIT PLANS SHALL EXACTLY MATCH THE PLANS
 APPROVED BY ORDINANCE NO. 4967-21/CONDITIONAL SITE PLAN
 APPROVAL LETTER ISSUED BY PLANNING STAFF ON 11/19/2021.
 ANY DEVIATION TO THE PLANS (I.E. SITE PLAN, LANDSCAPE
 PLAN, ARCHITECTURAL DRAWINGS (FLOOR PLANS AND
 ELEVATIONS), UNIT SIZE, ETC.) WILL REQUIRE AN AMENDMENT
 TO THE PARK CENTRAL RESIDENTIAL PLANNED DEVELOPMENT
 (RPD). MINOR DEVIATIONS (I.E. UNIT SIZE, FLOOR PLANS,
 PROPOSED FENCING LOCATION, HOW DOES THE PROPOSED
 SMALLER BUILDING FOOTPRINT IMPACT BUILDING SETBACKS,
 ETC.) HAVE BEEN DETECTED IN THE PERMIT PLANS THAT DO
 NOT MATCH THE APPROVED SITE PLAN. PLEASE ADDRESS.
  
 2.) COMPLETE OVERALL SITE PLAN AND ASSOCIATED PLAN
 NOTES SHALL BE PROVIDED IN THE SITE PLAN. PLAN NOTES
 HAVE BEEN CUT OFF FROM THE SITE PLAN PROVIDED IN THE
 BUILDING PERMIT SET.
  
 3.) SINCE EACH UNIT IS BEING PROVIDED AS A SEPARATE
 PERMIT, A SURVEY OF EACH LOT IS REQUIRED AS PART OF THE
 PERMIT SUBMISSION.
  
 4.) MECHANICAL EQUIPMENT FOR UNIT 14 RELOCATED FROM THE
 APPROVED SITE PLAN. SETBACK DISTANCE(S) FROM PROPERTY
 LINES REQUIRED FOR NEW LOCATION. APPROVED PLANS MUST
 ALSO BE MODIFIED FOR CONSISTENCY.
  
  
 NOTES:
  
 * CONDITIONS OF APPROVAL, PER ORDINANCE NO. MUST BE
 SATISFIED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
 OCCUPANCY (C.O.) FOR THIS PROJECT. PLEASE ENSURE ALL
 CONDITIONS ARE MET IN A TIMELY MANNER. SUPPORTING
 DOCUMENTATION WILL BE REQUIRED TO ENSURE ALL CONDITIONS
 HAVE BEEN MET.
  
 * SEPARATE PERMITS REQUIRED: SITE LIGHTING (INCLUDE
 PHOTOMETRICS), PLUNGE POOL (UNIT 14), LANDSCAPING, ETC.
  
 * ANY REVISIONS MAY RESULT IN ADDITIONAL COMMENTS.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
 * ZONE: RPD (PARK CENTRAL)/ORDINANCE NO. 4967-21.
  
 * PLAT REFERENCE: RESOLUTION NO. 231-21 (PLAT BOOK/PAGE
 #: 133/100).
  


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