Plan Review Details - Permit 21060517
Plan Review Stops For Permit 21060517
Review Stop AD ADDRESSING
Rev No 4 Status P Date 2022-03-11 Cont ID  
Sent By cpuell Date 2022-03-11 Time 14:27 Rev Time 0.00
Received By cpuell Date 2022-03-11 Time 14:27 Sent To  
Notes
2022-03-11 14:28:02UNIT ADDRESSES HAVE BEEN AGREED UPON.
Review Stop AD ADDRESSING
Rev No 3 Status F Date 2022-03-10 Cont ID  
Sent By cpuell Date 2022-03-10 Time 10:59 Rev Time 0.00
Received By cpuell Date 2022-03-10 Time 10:59 Sent To  
Notes
2022-03-10 11:02:30THE PARCELS WITH THE PCNS: 74434310190050121,
 74434310190050122, 74434310190050140,
 74434310190050150, 74434310190050160,
 74434310190050170, 74434310190050180 MERGED INTO A
 SINGLE PARCEL WITH THE PCN: 74434315500010000 APPLICANT
 HAS NOT CONTACT [email protected] TO BE ASSIGNED UNIT
 NUMBERS. UPDATED PERMIT TO REFLECT NEW PCN. PLEASE
 CONTACT [email protected] OR CALL 561-805-6659 FOR UNIT
 DESIGNATORS.
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2021-07-27 Cont ID  
Sent By cpuell Date 2021-07-27 Time 11:01 Rev Time 0.00
Received By cpuell Date 2021-07-27 Time 11:01 Sent To  
Notes
2021-07-27 11:02:36ADDRESS WILL BE 2121 BROWARD AVE, HOWEVER PARCEL STILL
 NEED TO BE UNIFIED AND A SINGLE PCN GIVEN. APPLICANT
 STATED THAT THEY SHOULD GET A SINGLE PCN IN NOVEMBER
 AND WILL KEEP CPUELL INFORMED. UNIT NUMBERS WILL NEED
 TO BE ESTABLISHED FOR ALL THE UNITS, THE CITY ISSUES
 UNIT NUMBERS.
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2021-06-09 Cont ID  
Sent By cpuell Date 2021-06-09 Time 15:20 Rev Time 0.00
Received By cpuell Date 2021-06-09 Time 15:20 Sent To  
Notes
2021-06-09 15:30:49THIS PROJECT CURRENTLY ENCOMPASSES MULTIPLE LOTS,
 PLEASE CONTACT PALM BEACH COUNTY?S PROPERTY APPRAISERS
 TO BE ISSUED A SINGLE PROPERTY CONTROL NUMBER. IF A
 UNITY OF TITLE IS TO DONE, PLEASE CONTACT VINCE NOEL
 [email protected]. A SURVEY OR A SITE PLAN SHOWING THE
 WHOLE OF BROWARD AVE WOULD BE HELPFUL TO ESTABLISH THE
 ADDRESS FOR THE BUILDING. INDIVIDUAL UNITS WILL NEED TO
 BE ADDRESSED. ARE THE UNITS RENTALS OR TO BE SOLD?
 PLEASE CONTACT [email protected] TO DISCUSS ADDRESSING
 ISSUES.
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 2 Status P Date 2021-10-01 Cont ID  
Sent By lmarchan Date 2021-09-27 Time 12:22 Rev Time 0.00
Received By scwelter Date 2022-03-21 Time 09:55 Sent To  
Notes
2021-10-01 11:24:593.10.2022 APPLICANT SATISFIED THE PUBLIC ART
 REQUIREMENT
  
 9.29.2021 APPLICANT SUBMITTED PUBLIC ART ASSESSMENT
 OPTION 2
 APPLICANT RECEIVED INVOICE MUST BE PAID IN FULL AT TIME
 OF BUILDING PERMIT FEES.
  
  
 IF CONTRIBUTING TOWARD THE PUBLIC ART FUNDS IN
 ACCORDANCE WITH OPTION 2, THE APPLICATION FOR
 A BUILDING PERMIT SHOULD INCLUDE A STATEMENT THAT
 OPTION 2 HAS BEEN SELECTED TO MEET THE
 PUBLIC ART REQUIREMENT. THE PUBLIC ART ASSESSMENT SHALL
 BE PAID IN FULL AT THE TIME OF
 PAYMENT OF THE BUILDING PERMIT FEES.
  
2021-09-27 12:22:32PUBLIC ART REQUIREMENT:
 IF TOTAL CONSTRUCTION COSTS OF THIS DEVELOPMENT ARE
 OVER $500,000 IT WILL BE SUBJECT TO THE PUBLIC ART
 REQUIREMENT AS PER CITY ORDINANCE.
 SECTION 78-129: ALL PRIVATE DEVELOPMENT PROJECTS,
 INCLUDING NEW CONSTRUCTION, OR THE RENOVATION OR
 IMPROVEMENT OF AN EXISTING BUILDING, WHERE TOTAL
 CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
 $500,000 ARE SUBJECT TO THE PUBLIC ART REQUIREMENT.
 OPTION 1: INSTALL ARTWORK ON THE DEVELOPMENT SITE
 VALUED IN AN AMOUNT NOT LESS THAN ONE PERCENT OF THE
 TOTAL CONSTRUCTION COSTS; OR
 OPTION 2: CONTRIBUTE AN AMOUNT EQUAL TO 75 PERCENT OF
 ONE PERCENT OF THE TOTAL CONSTRUCTION COSTS FOR DEPOSIT
 TO THE PUBLIC ART ACCOUNT.
 A COMPLETED PUBLIC ART ASSESSMENT APPLICATION IS
 REQUIRED AT TIME OF BUILDING PERMIT SUBMITTAL.
  
 CONTACT SYBILLE WELTER AT [email protected] OR
 561.822.1521 TO OBTAIN AN APPLICATION AND REVIEW THE
 REQUIREMENTS.
  
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status P Date 2021-10-01 Cont ID  
Sent By scwelter Date 2021-06-09 Time 14:40 Rev Time 0.00
Received By scwelter Date 2021-10-01 Time 11:30 Sent To  
Notes
2021-06-09 14:41:039.29.2021- APPLICANT SUBMITTED ART ASSESSMENT
 APPLICATION. OPTION 2 - INVOICE SENT 9.29.2021 - ART
 ASSESSMENT FEE DUE IN FULL AT TIME OF PAYMENT OF
 BUILDING PERMIT FEES.
  
 PUBLIC ART REQUIREMENT:
 IF TOTAL CONSTRUCTION COSTS OF THIS DEVELOPMENT ARE
 OVER $500,000 IT WILL BE SUBJECT TO THE PUBLIC ART
 REQUIREMENT AS PER CITY ORDINANCE.
 SECTION 78-129: ALL PRIVATE DEVELOPMENT PROJECTS,
 INCLUDING NEW CONSTRUCTION, OR THE RENOVATION OR
 IMPROVEMENT OF AN EXISTING BUILDING, WHERE TOTAL
 CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
 $500,000 ARE SUBJECT TO THE PUBLIC ART REQUIREMENT.
 OPTION 1: INSTALL ARTWORK ON THE DEVELOPMENT SITE
 VALUED IN AN AMOUNT NOT LESS THAN ONE PERCENT OF THE
 TOTAL CONSTRUCTION COSTS; OR
 OPTION 2: CONTRIBUTE AN AMOUNT EQUAL TO 75 PERCENT OF
 ONE PERCENT OF THE TOTAL CONSTRUCTION COSTS FOR DEPOSIT
 TO THE PUBLIC ART ACCOUNT.
 A COMPLETED PUBLIC ART ASSESSMENT APPLICATION IS
 REQUIRED AT TIME OF BUILDING PERMIT SUBMITTAL.
  
 CONTACT SYBILLE WELTER AT [email protected] OR
 561.822.1521 TO OBTAIN AN APPLICATION AND REVIEW THE
 REQUIREMENTS.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2022-03-16 Cont ID  
Sent By rmcphers Date 2022-03-16 Time 16:08 Rev Time 0.00
Received By rmcphers Date 2022-03-16 Time 16:08 Sent To  
Notes
2022-03-16 16:11:46BUILDING AUDIT ONLY
 SEE DEFERRED ITEMS LISTED ON THE DRAWINGS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2022-02-23 Cont ID  
Sent By rmcphers Date 2022-02-23 Time 14:01 Rev Time 0.00
Received By rmcphers Date 2022-02-23 Time 14:01 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2022-02-03 Cont ID  
Sent By rmcphers Date 2022-02-03 Time 16:14 Rev Time 0.00
Received By rmcphers Date 2022-02-03 Time 10:21 Sent To  
Notes
2022-02-03 16:15:15NEW 4 STORY
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected].
 CODE USED FOR REVIEW - 2020 FBC WITH 2017 WPB CHAPTER 1
 AMENDMENT
  
  
 CORRECTIONS NEEDED -
  
 1) ELEVATION CERTIFICATE PROVIDED IS INCORRECT - BOX
 C2(A) SHOULD BE 8.01 AND C2(B) SHOULD BE 8.10 - C2(D)
 SHOULD BE 8.01 - OR AS PROPOSED.
  
 ELEVATION CERTIFICATE INSTRUCTIONS - ITEMS C2.A-D.
 ENTER THE BUILDING ELEVATIONS (EXCLUDING THE ATTACHED
 GARAGE) INDICATED BY THE SELECTED BUILDING DIAGRAM
 (ITEM A7) IN ITEMS C2.A?C.. IF THERE IS AN ATTACHED
 GARAGE, ENTER THE ELEVATION FOR TOP OF ATTACHED GARAGE
 SLAB IN ITEM C2.D.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2021-12-08 Cont ID  
Sent By rmcphers Date 2021-12-08 Time 14:25 Rev Time 0.00
Received By rmcphers Date 2021-12-08 Time 13:40 Sent To  
Notes
2021-12-08 14:25:02NEW 4 STORY RESIDENTIAL BUILDING
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) DRAWING A0.02 THE DRAWING INDEX REVISION DATES NEEDS
 TO REFLECT THE MEP REVISION NUMBER 2 DATE.
  
 2) PLEASE SHOW THE EXTERIOR WALL FIRE RATING FOR THE
 SOUTH ELEVATION WHICH SHOWS 7 FOOT DISTANCE FROM THE
 PROPERTY LINE FBC TABLE 602
  
 FBC 705.5 FIRE-RESISTANCE RATINGS.
 EXTERIOR WALLS SHALL BE FIRE-RESISTANCE RATED IN
 ACCORDANCE WITH TABLES 601 AND 602 AND THIS SECTION.
 THE REQUIRED FIRE-RESISTANCE RATING OF EXTERIOR WALLS
 WITH A FIRE SEPARATION DISTANCE OF GREATER THAN 10 FEET
 (3048 MM) SHALL BE RATED FOR EXPOSURE TO FIRE FROM THE
 INSIDE. THE REQUIRED FIRE-RESISTANCE RATING OF EXTERIOR
 WALLS WITH A FIRE SEPARATION DISTANCE OF LESS THAN OR
 EQUAL TO 10 FEET (3048 MM) SHALL BE RATED FOR EXPOSURE
 TO FIRE FROM BOTH SIDES.
  
 FIRE SEPARATION DISTANCE. THE DISTANCE MEASURED FROM
 THE BUILDING FACE TO ONE OF THE FOLLOWING:
 1.THE CLOSEST INTERIOR LOT LINE.
 2.TO THE CENTERLINE OF A STREET, AN ALLEY OR PUBLIC
 WAY.
 3.TO AN IMAGINARY LINE BETWEEN TWO BUILDINGS ON THE
 LOT.
  
 3) PLEASE PROVIDE THE CALCULATIONS FOR THE OPENINGS IN
 THE EXTERIOR FIRE RATED WALLS - FBC 705.8.1 ALLOWABLE
 AREA OF OPENINGS.
 THE MAXIMUM AREA OF UNPROTECTED AND PROTECTED OPENINGS
 PERMITTED IN AN EXTERIOR WALL IN ANY STORY OF A
 BUILDING SHALL NOT EXCEED THE PERCENTAGES SPECIFIED IN
 TABLE 705.8.
  
 4) PLEASE SHOW THE ENCLOSED GARAGE VENTILATION - FBC
 406.6.2 VENTILATION.
 A MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE, MECHANICAL.
  
 5) UNITS S-1, S-2, S-3, A-3 - PLEASE SHOW THE BATHROOM
 CLEAR FLOOR SPACE ( TO ALLOW THE DOOR TO BE CLOSED FROM
 THE INSIDE) - FBC ACCESSIBILITY FHA REQUIREMENT 7 -
 (A)BATHROOMS THAT HAVE REINFORCED WALLS FOR GRAB BARS
 (SEE REQUIREMENT 6) WOULD MEET SECTION
 100.205(C)(3)(IV) IF:
 (I)SUFFICIENT MANEUVERING SPACE IS PROVIDED WITHIN THE
 BATHROOM FOR A PERSON USING A WHEELCHAIR OR OTHER
 MOBILITY AID TO ENTER AND CLOSE THE DOOR, USE THE
 FIXTURES, REOPEN THE DOOR AND EXIT.
 (B)BATHROOMS THAT HAVE REINFORCED WALLS FOR GRAB BARS
 (SEE REQUIREMENT 6) WOULD MEET SECTION
 100.205(C)(3)(IV) IF:
 (I)WHERE THE DOOR SWINGS INTO THE BATHROOM, THERE IS A
 CLEAR SPACE (APPROXIMATELY 2?6" BY 4?0") WITHIN THE
 ROOM TO POSITION A WHEELCHAIR OR OTHER MOBILITY AID
 CLEAR OF THE PATH OF THE DOOR AS IT IS CLOSED AND TO
 PERMIT USE OF FIXTURES.
  
 6) ELECTRICAL DRAWINGS SHOW ELECTRICAL VEHICLE CHARGING
 STATIONS - PLEASE SHOW THAT AT LEAST 1 OF THE CHARGING
 STATIONS IS AN ACCESSIBLE PARKING SPACE, ACCESS AISLE,
 SIGNAGE ETC. PER FBC ACCESSIBILITY FHA REQUIREMENT 2
 (4) AND (14)
  
 7) PLEASE PROVIDE COMPLETE (FRONT PAGES AND THE
 INSTALLATION INSTRUCTIONS) MIAMI DADE OR FLORIDA STATE
 PRODUCT APPROVALS FOR THE EXTERIOR WINDOWS, EXTERIOR
 DOORS AND ROOFING SYSTEMS - ALL PRODUCT APPROVALS NEED
 TO BE REVIEWED AND MARKED APPROVED BY THE BUILDING
 DESIGNER OF RECORD. FBC WPB 107.3.4
  
 8) ROOFING SYSTEMS, EXTERIOR WINDOW AND DOOR 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 E ELECTRICAL
Rev No 2 Status P Date 2022-02-03 Cont ID  
Sent By jleahy Date 2022-02-03 Time 11:38 Rev Time 0.00
Received By jleahy Date 2022-02-03 Time 08:09 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2021-12-13 Cont ID  
Sent By jleahy Date 2021-12-13 Time 11:42 Rev Time 0.00
Received By jleahy Date 2021-12-09 Time 09:17 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 5 Status P Date 2021-11-10 Cont ID  
Sent By vnoel Date 2021-11-10 Time 10:17 Rev Time 0.00
Received By vnoel Date 2021-11-10 Time   Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 4 Status F Date 2021-10-21 Cont ID  
Sent By rrossano Date 2021-10-21 Time   Rev Time 0.00
Received By rrossano Date 2021-10-21 Time   Sent To  
Notes
2021-10-21 14:30:42UNDER FORMAL ENGINEERING REVIEW E21080020.
Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2021-10-14 Cont ID  
Sent By rrossano Date 2021-10-14 Time 13:36 Rev Time 0.00
Received By rrossano Date 2021-10-14 Time   Sent To  
Notes
2021-10-14 13:37:03UNDER REVIEW AS ENGINEERING SUBMITTAL E21080020.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2021-09-17 Cont ID  
Sent By rrossnao Date 2021-09-17 Time   Rev Time 0.00
Received By rrossano Date 2021-09-17 Time   Sent To  
Notes
2021-09-17 09:02:50UNDER FORMAL ENGINEERING SUBMITTAL REVIEW.
  
 THANKS,
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPARTMENT
 DIRECT: (561) 494-1098 [email protected]
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2021-07-12 Cont ID  
Sent By rrossano Date 2021-07-12 Time   Rev Time  
Received By rrossano Date 2021-07-12 Time   Sent To  
Notes
2021-07-12 09:20:47A FORMAL ENGINEERING SUBMITTAL IS REQUIRED.
  
 THANKS,
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPARTMENT
 DIRECT: (561) 494-1098 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2022-02-03 Cont ID  
Sent By pleduc Date 2022-02-03 Time   Rev Time 0.00
Received By pleduc Date 2022-02-03 Time 15:18 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2021-09-21 Cont ID  
Sent By pleduc Date 2021-09-21 Time   Rev Time 0.00
Received By pleduc Date 2021-09-15 Time 16:31 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2021-07-09 Cont ID  
Sent By pleduc Date 2021-07-09 Time   Rev Time 0.00
Received By pleduc Date 2021-07-07 Time 10:28 Sent To  
Notes
2021-07-07 10:47:20THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1) A FIRE SPRINKLER SYSTEM IS REQUIRED; HOWEVER, THERE
 ARE NO FIRE SPRINKLER DOCUMENTS SUBMITTED. SIMPLY
 STATING SHOP DRAWINGS WILL BE SUBMITTED IS NOT
 ACCEPTABLE WITH THE MASTER PERMIT.
  
 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.
 SPECIFIC AUTHORITY 471.033(2), 471.008 FS. LAW
 IMPLEMENTED 471.033(1)(G), 471.025(3) FS. HISTORY?NEW
 1-26-93, FORMERLY 21H-30.003, AMENDED 11-13-08.
  
  
 61G15-32.003 COMMON REQUIREMENTS TO ALL FIRE PROTECTION
 ENGINEERING
 DOCUMENTS.
 (1) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL PROVIDE THE ENGINEERING REQUIREMENTS TO BE USED
 IN THE PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS AND TO INDICATE THE NATURE AND SCOPE OF THE
 WORK, AND TO DESCRIBE, DETAIL, DIMENSION, LABEL AND
 DEFINE THE FIRE PROTECTION COMPONENTS, SYSTEM(S),
 MATERIALS, ASSEMBLIES, EQUIPMENT AND ITS STRUCTURAL AND
 UTILITY SUPPORT SYSTEM(S), INSOFAR AS THEY INVOLVE THE
 SAFEGUARDING OF LIFE, HEALTH OR PROPERTY.
 (2) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL SPECIFY THE APPLICABLE REQUIREMENTS FOR THE
 ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND
 COMPONENTS, WHICH SHALL BE BASED UPON APPLICABLE CODES
 AND STANDARDS, WHERE AVAILABLE.
 (3) THE OCCUPANCY OF THE AREA OR DESCRIPTION OF A
 SPECIFIC HAZARD BEING PROTECTED BY THE FIRE PROTECTION
 SYSTEM(S) SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (4) THE APPLICABLE CODE AND STANDARD TO BE USED IN THE
 PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS. WHEN CODES AND STANDARDS ARE NOT
 AVAILABLE OR APPLICABLE, AND SAID LAYOUT DOCUMENTS ARE
 TO BE BASED ON ENGINEERING JUDGMENT, ANY REASONS AND
 ASSUMPTIONS MADE TO DEVELOP THE FIRE PROTECTION CONCEPT
 SHALL BE IDENTIFIED ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (5) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS REQUIRED
 BY THE FIRE PROTECTION SYSTEM SHALL BE SHOWN ON THE
 FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS AND SHALL
 BE REFERENCED ON STRUCTURAL ENGINEERING DOCUMENTS.
 (6) WHEN LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATION
 FROM THE ENGINEER OF RECORD'S FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENT, SUCH LAYOUT DOCUMENTS ARE NOT
 COMPLIANT UNLESS THEY ARE ACCOMPANIED BY REVISED
 ENGINEERING DOCUMENTS MADE AND SEALED BY THE ENGINEER
 OF RECORD FOR THE FIRE PROTECTION SYSTEM.
 (7) REQUIREMENTS FOR ACTIVATION CONTROL SYSTEMS,
 SEQUENCE, OPERATING PARAMETERS, INTERLOCKS, SAFETY
 RELATED DEVICES, INDICATORS AND ALARMS, SHALL BE SHOWN
 ON THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS,
 UNLESS SHOWN ON OTHER RELATED DOCUMENTS.
 (8) ANY INFORMATION DEEMED APPROPRIATE BY THE ENGINEER
 OF RECORD TO ASSIST THE AUTHORITY HAVING JURISDICTION
 IN UNDERSTANDING THE OWNER?S INTENDED USE AND PROPOSED
 PROTECTION OF THE BUILDING OR FACILITY AND TO PROVIDE
 SUFFICIENT DIRECTION TO THE INSTALLATION CONTRACTOR OR
 OTHER INTERESTED PARTIES REGARDING THE LAYOUT OF THE
 SYSTEM(S), SHALL BE INCLUDED IN THE FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.003, AMENDED
 4-2-2000, 6-26-01
  
 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.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.004, AMENDED
 4-2-2000, 6-26-01, 7-12-05
  
 FAC 61G15-32.002 DEFINES THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENT (5) AS WELL AS THE FIRE PROTECTION
 SYSTEM LAYOUT DOCUMENT (6). 61G15-32.003 OUTLINES THE
 COMMON REQUIREMENTS TO ALL FIRE PROTECTIONS ENGINEERING
 DOCUMENTS WITH 32.004 (2) (A-J) OUTLINING THE MINIMUM
 INFORMATION TO BE PROVIDED ON FIRE PROTECTION
 ENGINEERING DOCUMENTS FOR WATER BASED SYSTEMS. AS
 STATED IN THE DEFINITIONS, THE CONTRACTOR IS TO DEVELOP
 THE LAYOUT DOCUMENTS BASED ON THE DESIGN CRITERIA
 PROVIDED IN THE FIRE PROTECTION ENGINEERING DOCUMENTS
 BY THE ENGINEER OF RECORD FOR THE FIRE SPRINKLER
 SYSTEM. THE FIRE PROTECTION SYSTEM ENGINEERING
 DOCUMENTS ARE SUBMITTED FOR THE MASTER PERMIT (BUILDING
 PERMIT PER FBC) AND THE LAYOUT DOCUMENTS ARE SUBMITTED
 FOR THE FIRE SPRINKLER INSTALLATION PERMIT.
  
 PLEASE PROVIDE THE REQUIRED SIGNED AND SEALED
 DOCUMENTATION IN NARRATIVE FORM OR SYSTEM LAYOUT FORM
 MEETING THE ABOVE REQUIREMENTS.
  
 SHOULD THE EOR DEFER TO A QUALIFIED CONTRACTOR, A
 SIGNED LETTER OF DEFERAL IS REQUIRED AND THEN THE
 CONTRATOR IS REQUIRED TO SUBMITT THE FAC REQUIREMENTS
 WITH THIS MASTER.
  
 SHOP DRAWINGS CAN BE DEVELOPED OFF OF THE ABOVE AND
 SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION.
  
  
 2) ELECTRICAL SHEETS - THERE IS A FIRE ALARM SYSTEM
 INDICATED.
  
 ALL FIRE ALARM WORK SHALL BE SUBMITTED UNDER SEPARATE
 PERMIT AND SHOP DRAWINGS.
  
 PLEASE PROVIDE AN APPLIABLE NOTE OF ACKNOWLEDGEMENT.
  
  
  
  
 3) CIVIL SHEETS - THERE IS FIRE LINE UNDERGROUND WORK
 INDICATED. ALL FIRE LINE WORK, INCLUDING THE DDCV,
 SHALL BE SUBMITTED UNDER SEPARATE SHOP DRAWINGS. A FIRE
 SPRINKLER SHOP DRAWING WITH THE UNDERGROUND INDICATED
 DOES NOT PERMIT UNDERGROUND WORK.
  
 INSTALL, TEST AND INSPECT PER NFPA? 24 STANDARD FOR THE
 INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR
 APPURTENANCES, 2013 EDITION
  
 PLEASE ENSURE COMPLIANCE AND PROVIDE AN APPLIABLE NOTE
 OF ACKNOWLEDGEMENT.
  
  
 4) FIRST FLOOR PLAN - THERE ARE INDICATIONS OF BBQ
 GRILLS ON THE POOL DECK, WITHIN 10' OF THE BUILDING,
 UNDER A CANOPY AND ALONG A REQUIRED EXIT PATH.
  
 PER NFPA 1
  
 10.10.6 COOKING EQUIPMENT.
 10.10.6.1 FOR OTHER THAN ONE- AND TWO-FAMILY DWELLINGS,
 NO
 HIBACHI, GRILL, OR OTHER SIMILAR DEVICES USED FOR
 COOKING, HEATING,
 OR ANY OTHER PURPOSE SHALL BE USED OR KINDLED ON ANY
 BALCONY,
 UNDER ANY OVERHANGING PORTION, OR WITHIN 10 FT (3 M) OF
 ANY
 STRUCTURE.
 10.10.6.1.1 LISTED ELECTRIC PORTABLE, TABLETOP GRILLS,
 NOT TO EXCEED
 200 SQUARE INCHES OF COOKING SURFACE, OR OTHER SIMILAR
 APPARATUS
 SHALL BE PERMITTED.
  
 14.3 EXITS.
 14.3.1 WHERE THIS CODE REQUIRES AN EXIT TO BE SEPARATED
 FROM OTHER
 PARTS OF THE BUILDING, THE SEPARATING CONSTRUCTION
 SHALL MEET THE
 REQUIREMENTS OF SECTION 8.2 OF NFPA 101 AND THE
 FOLLOWING:
 (1)* THE SEPARATION SHALL HAVE A MINIMUM 1-HOUR FIRE
 RESISTANCE
 RATING WHERE THE EXIT CONNECTS THREE OR FEWER STORIES.
  
 PLEASE REVIEW AND CORRECT OR PROVIDE JUSTIFICTION WITH
 SPECIFIC CODE REFERENCES.
  
  
  
 5) SHEET A 212 - THERE IS A DOOR, 132L, FROM THE POOL
 DECK TO INSIDE THE PARKING GARAGE, THAT INSWINGS AND
 APPEARS TO ENCROACH THE EXIT PATH.
  
 PER NFPA 101 CHAPTER 7, MEANS OF EGRESS
  
 7.2.1.4.3 DOOR LEAF ENCROACHMENT
 7.2.1.4.3.1 DURING ITS SWING, ANY DOOR LEAF IN A MEANS
 OF EGRESS SHALL
 LEAVE NOT LESS THAN ONE-HALF OF THE REQUIRED WIDTH OF
 AN AISLE, A CORRIDOR,
 A PASSAGEWAY, OR A LANDING UNOBSTRUCTED, UNLESS BOTH OF
 THE FOLLOWING
 CONDITIONS ARE MET:
 (1) THE DOOR OPENING PROVIDES ACCESS TO A STAIR IN AN
 EXISTING
 BUILDING.
 (2) THE DOOR OPENING MEETS THE REQUIREMENT OF
 7.2.1.4.3.2.
 7.2.1.4.3.2 WHEN FULLY OPEN, ANY DOOR LEAF IN A MEANS
 OF EGRESS SHALL
 NOT PROJECT MORE THAN 7 IN. (180 MM) INTO THE REQUIRED
 WIDTH OF AN AISLE,
 A CORRIDOR, A PASSAGEWAY, OR A LANDING, UNLESS THE DOOR
 LEAF IS EQUIPPED
 WITH AN APPROVED SELF-CLOSING DEVICE AND IS NOT
 REQUIRED BY THE PROVISIONS
 OF 7.2.1.4.2 TO SWING IN THE DIRECTION OF EGRESS
 TRAVEL.
  
 PLEASE REVIEW AND CORRECT.
  
  
 5A) SHEET A 212 AND LS SHEETS - DOOR A132L INDICATES
 AND EXIT PASSING INTO AND THRU THE PARKING GARAGE. AN
 EXIT SHOULD NOT PASS THRU AND UNPROTECTED AREA OF
 GREATER HAZARD'
  
 PER NFPA 101
  
 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
 CONSTRUED 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.
  
 A PARKING GARAGE IS A STORAGE OCCUPANCY.
  
 PLEASE REVIEW AND CORRECT OR JUSTIFY WITH SPECIFIC CODE
 REFERNECES
  
  
 6) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
 7) 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 2022-02-08 Cont ID  
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***NONE***
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2021-12-13 15:38:45YOU PLEASE REFER TO COMMENT 14 OF THE PLUMBING.
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***NONE***
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Rev No 4 Status N Date 2021-10-22 Cont ID  
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Rev No 3 Status N Date 2021-10-14 Cont ID  
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Rev No 2 Status N Date 2021-09-27 Cont ID  
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Rev No 1 Status N Date 2021-07-19 Cont ID  
Sent By lmarchan Date 2021-07-19 Time 14:29 Rev Time 0.00
Received By lmarchan Date 2021-06-18 Time 13:55 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2022-03-11 Cont ID  
Sent By lmarchan Date 2022-03-11 Time 09:58 Rev Time 0.00
Received By lmarchan Date 2021-12-21 Time 12:07 Sent To  
Notes
2022-03-10 14:37:56RECEIPT - MU-2022-00944 - $481,874.36 PAID
2021-12-21 12:08:0612/21/21 EMAILED IMPACT OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2021-12-11 Cont ID  
Sent By shill Date 2021-12-11 Time 16:18 Rev Time 0.00
Received By shill Date 2021-12-11 Time 16:18 Sent To  
Notes
2021-12-11 16:20:34THIS PROJECT HAS BEEN EVALUATED TO DETERMINE IF IT IS
 READY TO SEND TO IMPACT FEES.
  
 THE SQUARE FOOT AREA ON THE PLAN STATED BY THE
 ARCHITECT DOES NOT APPEAR TO BE CORRECT, SEE NFIP
 REVIEW. PLEASE ADVISE WHEN THIS IS CORRECTED SO THE
 PROJECT CAN BE SENT TO PALM BEACH COUNTY.
  
  
 PLANS 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 IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2021-12-08 Cont ID  
Sent By rmcphers Date 2021-12-08 Time 15:24 Rev Time 0.00
Received By rmcphers Date 2021-12-08 Time 15:24 Sent To  
Notes
2021-12-08 15:24:53PLANS 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 3 Status P Date 2022-02-23 Cont ID  
Sent By medwards Date 2022-02-23 Time 15:13 Rev Time 0.00
Received By medwards Date 2022-02-23 Time 15:13 Sent To  
Notes
2022-02-23 15:14:19PRIVATE PROVIDER MECHANICAL AUDIT ONLY APPROVED. ME
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2022-02-09 Cont ID  
Sent By medwards Date 2022-02-09 Time 13:40 Rev Time 0.00
Received By medwards Date 2022-02-08 Time 10:59 Sent To  
Notes
2022-02-09 13:41:142ND PP AUDIT FBC-2020 MECHANICAL
 PERMIT-21060517
  
 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
  
 PP AUDIT RESULTS: DENIED.
  
  
 1) SHEETS M 3.03 ? M 3.07: PLEASE SHOW THE OUTDOOR AIR
 DUCT WORK SERVING AHU?P3, AHUP4, AHU-P5. AHU-P6, 7 AND
 8 WHEN OFF WILL NOT SUPPLY THE REQUIRED OUTDOOR AIR FOR
 THESE UNITS. FBC 403.3.1.1.
  
  
 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 M MECHANICAL (A/C)
Rev No 1 Status F Date 2021-12-08 Cont ID  
Sent By medwards Date 2021-12-08 Time 08:31 Rev Time 0.00
Received By medwards Date 2021-12-06 Time 09:14 Sent To  
Notes
2021-12-08 08:31:181ST AUDIT FBC-2020 MECHANICAL
 PERMIT-21060517
  
 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 AUDIT RESULTS: DEFICIENIES OBSERVED-
  
 1) THERE ARE REVISION NARRATIVES THROUGH OUT THE
 MECHANICAL DRAWINGS STATED ?ISSUED IN RESPONSE TO CITY
 PLAN REVIEW. THIS IS THE 1ST AUDIT OF THESE PLANS FOR
 THE CITY, PLEASE REWORD THESE NOTES TO STATE THE
 PRIVATE PROVIDER REVISIONS. FBC 107.2.1
  
 2) THE OUTDOOR AIR CALCULATIONS FOR THE LOUNGE AND
 FITNESS CENTER APPEAR TO BE LOW. PLEASE CALCULATE THESE
 AREAS BASED ON FBC M 403.3.1.1 AND TABLE 403.3.1.1.
  
 3) THE OUTDOOR AIR CALCULATIONS FOR EACH USE OF SPACE
 INCLUDING THE CONFERENCE ROOM, BOH AREA AND STORAGE
 AREAS ARE MISSING. FBC M 403.3.1.1 AND TABLE 403.3.1.1
  
 4) WHERE ARE THE ENCLOSED PARKING GARAGE EXHAUST
 CALCULATIONS; THE CARBON MONOXIDE DETECTOR AND NITROGEN
 DIOXIDE PLAN? FBC M 404.
  
 5) SHEET M3.01: WHERE ARE THE MEASUREMENTS SHOWN ON THE
 DRAWING INDICATING THE EXHAUST LOUVER MEETS THE 3?
 CLEARANCE FROM OPENINGS INTO THE BUILDING? FBC M
 501.3.1
  
 6) SHEET M3.03: WHERE IS THE OUTDOOR AIR DUCT WORK AND
 TERMINATION LOCATION FOR AHU-P3? FBC M TABLE 403.3.1.1
  
 7) SHEET M3.05: WHERE IS THE OUTDOOR AIR DUCT WORK AND
 TERMINATION LOCATION FOR AHU-P4? FBC M TABLE 403.3.1.1
  
 8) SHEET M3.05: WHERE IS THE OUTDOOR AIR DUCT WORK AND
 TERMINATION LOCATION FOR AHU-P4? FBC M TABLE 403.3.1.1
  
 9) SHEET M3.07: WHERE IS THE OUTDOOR AIR DUCT WORK AND
 TERMINATION LOCATION FOR AHU-P5? FBC M TABLE 403.3.1.1
  
 10) WHERE ARE THE RETURN AIR TRANSFER GRILLE SIZES FOR
 EACH MECHANICAL PLAN FOR THE UNITS? FBC M 601.6
 EXCEPTION 2.
  
 11) WHERE ARE THE MEASUREMENTS SHOWING THE EXHAUST
 TERMINATIONS ARE 3 FT FROM OPERABLE OPENINGS INTO THE
 UNITS ON THE UNIT PLANS? FBC M 501.3.1
  
  
  
  
  
 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 6 Status P Date 2022-02-23 Cont ID  
Sent By rmcphers Date 2022-02-23 Time 14:01 Rev Time 0.00
Received By rmcphers Date 2022-02-23 Time 14:01 Sent To  
Notes
2022-02-23 14:03:13FLOOD ZONE AE 6 -
 PROPOSED LOWEST FLOOR ELEVATION 8.01 NAVD
  
  
  
  
  
  
  
  
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 5 Status F Date 2022-02-03 Cont ID  
Sent By rmcphers Date 2022-02-03 Time 16:11 Rev Time 0.00
Received By rmcphers Date 2022-02-03 Time 16:11 Sent To  
Notes
2022-02-03 16:13:59NFIP REVIEW
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected].
 CODE USED FOR REVIEW - 2020 FBC WITH 2017 WPB CHAPTER 1
 AMENDMENT
  
 FLOOD ZONE AE 6 -
 PROPOSED LOWEST FLOOR ELEVATION 8.01 NAVD
  
 CORRECTIONS NEEDED -
  
 1) ELEVATION CERTIFICATE PROVIDED IS INCORRECT - BOX
 C2(A) SHOULD BE 8.01 AND C2(B) SHOULD BE 8.10 - C2(D)
 SHOULD BE 8.01 - OR AS PROPOSED.
  
 ELEVATION CERTIFICATE INSTRUCTIONS - ITEMS C2.A-D.
 ENTER THE BUILDING ELEVATIONS (EXCLUDING THE ATTACHED
 GARAGE) INDICATED BY THE SELECTED BUILDING DIAGRAM
 (ITEM A7) IN ITEMS C2.A?C.. IF THERE IS AN ATTACHED
 GARAGE, ENTER THE ELEVATION FOR TOP OF ATTACHED GARAGE
 SLAB IN ITEM C2.D.
  
  
  
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 4 Status F Date 2021-12-08 Cont ID  
Sent By rmcphers Date 2021-12-08 Time 15:25 Rev Time 0.00
Received By rmcphers Date 2021-12-08 Time 15:25 Sent To  
Notes
2021-12-11 14:40:09NFIP REVIEW
  
 [email protected]
  
 1. THE SURVEYOR DEPICTS THE PARCEL AS AN X ZONE BASED
 ON A CLOMR-F. A CLOMR DOES NOT AMEND THE MAP AND THIS
 HAS BEEN ACKNOWLEDGED BY THE SURVEYOR. SUBMIT A
 CORRECTED SURVEY.
  
 HTTPS://WWW.FEMA.GOV/GLOSSARY/CONDITIONAL-LETTER-MAP-RE
 VISION-CLOMR
  
 2. THE FIRST FLOOR SQUARE FOOT AREA IS SHOWN AS
 APPROXIMATELY 10,000 SQUARE FEET AND THE UPPER FLOORS
 AS APPROXIMATELY 26,000 SQUARE FEET. SEE FLORIDA
 BUILDING CODE BUILDING, DEFINITION OF FLOOR AREA. THE
 BUILDING AREA IS THE AREA ENCLOSED BY WALLS OR UNDER
 THE PROJECTION OF THE ROOF OR FLOOR/CEILING ASSEMBLY
 ABOVE. REVISE ACCORDINGLY. THE BUILDING FOOTPRINT IN
 OUR GIS/FLOODPLAIN MANAGEMENT FILES WILL BE DETERMINED
 BY THE FIRST FLOOR WHICH NEEDS TO BE CONSISTENT WITH
 THE BUILDING PLANS.
  
  
  
  
2021-12-08 14:33:41NFIP REVIEW
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected].
 CODE USED FOR REVIEW - 2020 FBC WITH 2017 WPB CHAPTER 1
 AMENDMENT
  
 FLOOD ZONE AE 6 - LOWEST FLOOR ELEVATION WILL NEED TO
 BE 8.00 NAVD - ORDINANCE NO. 4729-17 SEC. 18-33
 SURVEY SHOWS FLOOD ZONE "X" WITH A CLOMR - CANNOT
 APPROVE WITH A CONDITIONAL LOMR
  
 CORRECTIONS NEEDED -
  
 1) ELEVATION CERTIFICATE PROVIDED IS INCORRECT - BOX
 C2(A) SHOULD BE 8.01 AND C2(B) SHOULD BE 8.10 - C2(D)
 SHOULD BE 8.01 - OR AS PROPOSED.
  
 ELEVATION CERTIFICATE INSTRUCTIONS - ITEMS C2.A-D.
 ENTER THE BUILDING ELEVATIONS (EXCLUDING THE ATTACHED
 GARAGE) INDICATED BY THE SELECTED BUILDING DIAGRAM
 (ITEM A7) IN ITEMS C2.A?C.. IF THERE IS AN ATTACHED
 GARAGE, ENTER THE ELEVATION FOR TOP OF ATTACHED GARAGE
 SLAB IN ITEM C2.D.
  
  
  
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 3 Status F Date 2021-10-22 Cont ID  
Sent By rmcphers Date 2021-10-22 Time 11:46 Rev Time 0.00
Received By rmcphers Date 2021-10-22 Time 11:46 Sent To  
Notes
2021-10-22 11:58:55NFIP REVIEW
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected].
 CODE USED FOR REVIEW - 2020 FBC WITH 2017 WPB CHAPTER 1
 AMENDMENT
  
 FLOOD ZONE AE 6 - LOWEST FLOOR ELEVATION WILL NEED TO
 BE 8.00 NAVD - ORDINANCE NO. 4729-17 SEC. 18-33
 SURVEY SHOWS FLOOD ZONE "X" WITH A CLOMR - CANNOT
 APPROVE WITH A CONDITIONAL LOMR
  
 CORRECTIONS NEEDED -
  
 1) ELEVATION CERTIFICATE PROVIDED IS INCORRECT - BOX
 C2(A) SHOULD BE 8.01 AND C2(B) SHOULD BE 8.10 - C2(D)
 SHOULD BE 8.01 - OR AS PROPOSED.
  
 ELEVATION CERTIFICATE INSTRUCTIONS - ITEMS C2.A?D.
 ENTER THE BUILDING ELEVATIONS (EXCLUDING THE ATTACHED
 GARAGE) INDICATED BY THE SELECTED BUILDING DIAGRAM
 (ITEM A7) IN ITEMS C2.A?C.. IF THERE IS AN ATTACHED
 GARAGE, ENTER THE ELEVATION FOR TOP OF ATTACHED GARAGE
 SLAB IN ITEM C2.D.
  
  
  
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 2 Status F Date 2021-09-27 Cont ID  
Sent By rmcphers Date 2021-09-27 Time 08:16 Rev Time 0.00
Received By rmcphers Date 2021-09-27 Time 08:16 Sent To  
Notes
2021-09-27 08:17:25NFIP REVIEW
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected].
 CODE USED FOR REVIEW - 2020 FBC WITH 2017 WPB CHAPTER 1
 AMENDMENT
  
 FLOOD ZONE AE 6 - LOWEST FLOOR ELEVATION WILL NEED TO
 BE 8.00 NAVD - ORDINANCE NO. 4729-17 SEC. 18-33
 SURVEY SHOWS FLOOD ZONE "X" WITH A CLOMR - CANNOT
 APPROVE WITH A CONDITIONAL LOMR
  
 CORRECTIONS NEEDED -
  
 1) PLEASE PROVIDE THE PROPOSED ELEVATION CERTIFICATE
 FBC WPB 107.3.5.1.1 (1)
  
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status F Date 2021-07-12 Cont ID  
Sent By rmcphers Date 2021-07-12 Time 12:23 Rev Time 0.00
Received By rmcphers Date 2021-07-12 Time 10:55 Sent To  
Notes
2021-07-12 11:18:41NFIP REVIEW
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected].
 CODE USED FOR REVIEW - 2020 FBC WITH 2017 WPB CHAPTER 1
 AMENDMENT
  
 FLOOD ZONE AE 6 - LOWEST FLOOR ELEVATION WILL NEED TO
 BE 8.00 NAVD - ORDINANCE NO. 4729-17 SEC. 18-33
 SURVEY SHOWS FLOOD ZONE "X" WITH A CLOMR - CANNOT
 APPROVE WITH A CONDITIONAL LOMR
  
 CORRECTIONS NEEDED -
 1) PLEASE SHOW THE PROPOSED "LOWEST FLOOR" ELEVATION -
 DRAWING A1.01 SHOWS THE PROPOSED "FINISHED FLOOR"
 ELEVATION. FBC 1612.5 (1.1.)
 2) PLEASE PROVIDE THE PROPOSED ELEVATION CERTIFICATE
 FBC WPB 107.3.5.1.1 (1)
  
Review Stop P PLUMBING
Rev No 5 Status P Date 2022-03-17 Cont ID  
Sent By lcrespo Date 2022-03-17 Time 10:08 Rev Time 0.00
Received By lcrespo Date 2022-03-17 Time 10:08 Sent To  
Notes
2022-03-17 10:09:10PRIVATE PROVIDER PLUMBING AUDIT ONLY APPROVED, LAC.
Review Stop P PLUMBING
Rev No 4 Status P Date 2022-03-11 Cont ID  
Sent By lcrespo Date 2022-03-11 Time 16:50 Rev Time 0.00
Received By lcrespo Date 2022-03-11 Time 16:50 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status P Date 2022-02-24 Cont ID  
Sent By lcrespo Date 2022-02-24 Time 15:54 Rev Time 0.00
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Notes
2022-02-24 15:55:53PRIVATE PROVIDER PLUMBING AUDIT ONLY APPROVED, LAC.
Review Stop P PLUMBING
Rev No 2 Status F Date 2022-02-08 Cont ID  
Sent By lcrespo Date 2022-02-08 Time 13:33 Rev Time 0.00
Received By lcrespo Date 2022-02-07 Time 15:09 Sent To  
Notes
2022-02-08 12:05:2802/08/22 2ND PLUMBING REVIEW**DENIED** WITH COMMENTS
  
 NOTE - A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS
 TIME, AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE
 GENERATED UPON THE RE-REVIEW OF SUBMITTED CORRECTIONS.
  
 1. ON SHEET A0.04;
  
 A. DONE
  
 B. DONE
  
 C. DONE
  
 2. ON SHEET A0.11;
  
 A. DONE
  
 B. DONE
  
 C. DONE
  
 D. DONE
  
 3. DONE
  
 4. ON SHEET, A0.13;
  
 A. DONE
  
 B. DONE
  
 C. DONE
  
 D. DONE
  
 E. DONE
  
 F. TOILET SAYS 30 INCHES FROM THE BACK, AND THE TOILET
 PAPER DISPENSERS SHALL BE 7 INCHES MINIMUM AND 9 INCHES
 MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE
 CENTERLINE OF DISPENSER PER THE 2020 FBC ACC SEC.
 604.7.
  
 5. DONE
  
 6. DONE AND COMMENT ON NEW INFORMATION SUBMITTED...ON
 SHEET A6.01, .02, .03 .04, .05, .11, .12, .13, .14,
 .15, .16, .17, 18, .21, .22, .31, .32, .33, .34, .35,
 .36, .37 AND .38 WOULD YOU LABEL AS TO THE
 CORRESPONDING FHA TYPE A OR B PER THE DESIGN MANUAL IF
 APPLICABLE, CLARIFY PER THE WPB AMENDMENTS TO THE FBC
 SEC.107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 COMMENT ON NEW INFORMATION SUBMITTEDT,
  
 A. ON SHEET A6.06, .07, .19 .40, NO BACKING IS SHOWN
 FOR THE VERTICAL GRAB BARS. WOULD YOU PLEASE CORRECT
 PER THE WPB AMENDMENTS TO THE FBC SEC.107.2.1
 INFORMATION ON CONSTRUCTION DOCUMENTS?
  
 B. ON SHEET A6.32, .34, .36 HAS TYPE B AND TYPE A PER
 THE DESIGN MANUAL. IF SPECIFICATION A IS SELECTED AS
 THE BASIS FOR DESIGNING A BATHROOM, ALL BATHROOMS IN
 THE DWELLING UNIT MUST COMPLY WITH SPECIFICATION A. IT
 CANNOT BE COMBINED PER P 7.34. WOULD YOU PLEASE CORRECT
 PER THE WPB AMENDMENTS TO THE FBC SEC.107.2.1
 INFORMATION ON CONSTRUCTION DOCUMENTS?
  
  
 7. DONE.
  
 8. DONE
  
 9. DONE
  
 10. ON SHEET A7.10 AND A 7.11 19;
  
 A. DONE
  
 B. DONE
  
 C. WOULD YOU PLEASE IDENTIFY THE RESTROOM AS ACCESSIBLE
 FOR WOMEN'S AND MEN'S PER THE WPB AMENDMENTS TO THE FBC
 SEC. 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 11. NOT DONE...ON SHEET P100 UNDER PLUMBING EQUIPMENT
 SCHEDULE, IT HAS AN ASSE, AND THE TEMP OF 110 IS
 MISSING. WOULD YOU PLEASE ADD PER THE WPB AMENDMENTS TO
 THE FBC SEC.107.2.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS? NO P100 V3 IN DRAWINGS.
  
 12. ON SHEET P3.01.
  
 A. DONE
  
 B. NOT DONE...THE KITCHEN SINKS HAVE NO DRAIN
 CONNECTIONS. WOULD YOU PLEASE PROVIDE PER THE WPB
 AMENDMENTS TO THE FBC SEC.107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS?
  
 13. ON SHEET P3.03;
  
 A. DONE
  
 B. DONE
  
 C. IT SEEMS THAT THE HUB DRAIN IS IN THE ELEVATOR PITS,
 AND THEY NEED TO BE OUTSIDE THE ELEVATOR PER THE 2020
 FBC SEC. B 3002.9
  
 14. ON SHEET P3.04;
  
 A. DONE
  
 B. DONE
  
 C. DONE
  
 D. DONE
  
 15. DONE
  
 16. DONE
  
 17. DONE
  
 18. ON SHEET P4.01 AND ANY THAT APPLY WHICH ARE
 SIMILAR,
  
 A. THE WASHING MACHINE SHUT-OFF VALVES SHALL BE
 ACCESSIBLE WITHOUT MOVING THE UNIT AND WITHIN REACH PER
 THE 2020 FBC SEC. P 606.3 ACCESS TO VALVES.
  
 B. DONE
  
 19. DONE.
  
 20. DONE.
  
 21. DONE.
  
 22. DONE, BUT NO CLEANOUTS SHOWN...WOULD YOU PLEASE
 PROVIDE AN ISOMETRIC DRAWING OF ALL STORM LINES AND
 THEIR CONNECTIONS PER THE WPB AMENDMENTS TO THE FBC
 SEC. 107.5.1.3 (13) COMMERCIAL PLUMBING.
  
 23. ON SHEET C4.2, THE BACKFLOW REQUIRES A SEPARATE
 PERMIT. WOULD YOU PLEASE PROVIDE PER THE WPB AMENDMENTS
 TO THE FBC SEC.107.2.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS?
  
 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 P PLUMBING
Rev No 1 Status F Date 2021-12-10 Cont ID  
Sent By lcrespo Date 2021-12-10 Time 14:41 Rev Time 0.00
Received By lcrespo Date 2021-12-10 Time 12:44 Sent To  
Notes
2021-12-13 15:35:3012/10/21 1ST PLUMBING REVIEW**DENIED** WITH COMMENTS
  
 NOTE - A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS
 TIME, AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE
 GENERATED UPON THE RE-REVIEW OF SUBMITTED CORRECTIONS.
  
 1. ON SHEET A0.04;
  
 A. UNDER CODE REFERENCES, THE FAIR HOUSING GUIDELINE IS
 MOTIONED, BUT ON PAGE A6.51, IT SHOWS THAT REUSING THE
 DESIGN MANUAL, WOULD YOU PLEASE ADD THE MANUAL TO THE
 CODE REFERENCE PER THE WPB AMENDMENTS TO THE FBC SEC.
 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 B. WE DO NOT GO BY THE ADA 2010 OR THE INTERNATIONAL
 2018 CODE. WOULD YOU PLEASE REMOVE PER THE WPB
 AMENDMENTS TO THE FBC SEC.107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS?
  
 C. WOULD YOU PLEASE PROVIDE THE ANSI STANDARD AND YEAR
 FOR COMMON IN CONJUNCTION WITH THE HUD REGULATION FOR
 THE SAFE HARBOR BEING IMPLEMENTED IN THESE PLANS PER
 THE WPB AMENDMENTS TO THE FBC SEC. 107.2.1 INFORMATION
 ON CONSTRUCTION DOCUMENTS.
  
 2. ON SHEET A0.11;
  
 A. THE GRAB BAR SHALL BE INSTALLED IN A HORIZONTAL
 POSITION PER THE 2020 FBC ACC SEC. 609.4.
  
 B. THE BOTTOM ON THE LAV SHALL BE A MINIMUM OF 27" KNEE
 CLEARANCE PER THE 2020 FBC SEC. 306.3.
  
 C. ON DETAIL FOUR, THE PARTITIONS TO PROVIDE PRIVACY
 SHALL EXTEND NOT LESS THAN 60 INCHES ABOVE THE FINISHED
 FLOOR SURFACE PER THE 2020 FBC SEC. P 405.3.5 URINAL
 PARTITIONS.
  
 D. THERE IS A NOTE FOR THE RESIDENTIAL UNITS, AND IT
 SEEMS THAT THE FHA AND ACC ARE MENTIONED ON THIS PAGE.
 WOULD YOU PLEASE CORRECT AND CLARIFY WHICH SAFE HARBOR
 IS BEING DESIGNED ON THE ADA PAGES PER THE WPB
 AMENDMENTS TO THE FBC SEC. 107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS.
  
 3. ON SHEETS A0.11-13, IT SAYS ADA. WE GO BY THE
 FLORIDA ACCESSIBLY CODE; FOR CLARITY, PLEASE CONSIDER
 RENAMING THE ADA ACCESSIBILITY PER WPB AMENDMENTS TO
 THE FBC SEC. 107.2.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS.
  
 4. ON SHEET, A0.13;
  
 A. THERE IS INFORMATION ON THE SHOWER THAT IS NOT BEING
 USED. WOULD YOU PLEASE DELETE OR STARCH A LINE THROUGH
 THEM FOR FIELD CLARITY PER THE WPB AMENDMENTS TO THE
 FBC SEC. 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 B. ON THE TOILET, IT HAS SIX INCHES FROM THE WALL, AND
 ON THE FLORIDA ACCESSIBILITY CODE, IT IS MEASURED FROM
 THE CENTER OF THE WATER CLOSET, AND THE DIMENSION FOR
 THE TOILET MAY VARY 2" PER THE 2020 FBC SEC. FIGURE
 604.5.2REAR WALL GRAB BAR WATER CLOSETS.
  
 C. GRAB BARS SHALL BE MEASURED TO THE TOP OF THE
 GRIPPING SURFACE PER THE 2020 FBC ACC SEC. 609.4.
  
 D. THE GRAB BAR SHALL BE INSTALLED IN A HORIZONTAL
 POSITION PER THE 2020 FBC ACC SEC. 609.4.
  
 E. FLUSH CONTROLS ARE SHOWN ON THE WRONG SIDE AND SHALL
 BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET PER THE
 2020 ACC SEC. 604.6 FLUSH CONTROLS.
  
 5. ON SHEET A2.40 FOR UNITS 4.4.S-1.M AND 4.11.A-1C.M,
 IT DOES NOT SHOW THE CLEAR FLOOR SPACE LIKE ON A A2.40,
 4.4.S-1.M FOR THE ACCESSIBILITY UNIT. WOULD YOU PLEASE
 CORRECT PER THE WPB AMENDMENTS TO THE FBC SEC.107.2.1
 INFORMATION ON CONSTRUCTION DOCUMENTS?
  
 6. ON SHEET A6.01, .02, .03 .04, .05, .11, .12, .13,
 .14, .15, .16, .17, 18, .21, .22, .31, .32, .33, .34,
 .35, .36, .37 AND .38 WOULD YOU LABEL AS TO THE
 CORRESPONDING FHA TYPE A OR B PER THE DESIGN MANUAL IF
 APPLICABLE, CLARIFY PER THE WPB AMENDMENTS TO THE FBC
 SEC.107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 7. ON SHEETS A6.03, .04, .21, .22, AND .36, THE DOOR IS
 SWINGING INTO THE CLEAR FLOOR SPACE, AND DOES THIS DOOR
 NEED TO SWING OUT OF THE RESTROOM. WOULD YOU PLEASE
 CLARIFY PER THE WPB AMENDMENTS TO THE FBC SEC.107.2.1
 INFORMATION ON CONSTRUCTION DOCUMENTS?
  
 8. ON SHEETS A6.06, .07, .19, AND .39, THEY ARE
 ACCESSIBLE UNITS, BUT THERE IS A NOT FOR FHA LEGEND.
 WOULD YOU PLEASE CORRECT PER THE WPB AMENDMENTS TO THE
 FBC SEC.107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS?
  
 9. ON SHEET A6.32, IT HAS A SHOWER, AND A THIRD WALL IS
 NOT PRESENT. WOULD YOU PLEASE CLARIFY IF IT IS NEEDED
 FOR GRAB BARS ON THE FHA STANDARDS PER THE WPB
 AMENDMENTS TO THE FBC SEC. 107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS.
  
 10. ON SHEET A7.10 AND A 7.11 19;
  
 A. THE BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION
 PER THE 2020 FBC ACC SEC. 609.4.
  
 B. THE TOILET PAPER DISPENSERS SHALL BE 7" INCHES
 MINIMUM AND 9" INCHES MAXIMUM IN FRONT OF THE WATER
 CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER PER
 THE 2020 FBC ACC SEC. 604.7.
  
 C. WOULD YOU PLEASE IDENTIFY THE RESTROOM AS ACCESSIBLE
 PER THE WPB AMENDMENTS TO THE FBC SEC. 107.2.1
 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 11. ON SHEET P100 UNDER PLUMBING EQUIPMENT SCHEDULE, IT
 HAS AN ASSE, AND THE TEMP OF 110 IS MISSING. WOULD YOU
 PLEASE ADD PER THE WPB AMENDMENTS TO THE FBC
 SEC.107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS?
  
 12. ON SHEET P3.01.
  
 A. THE TUB AND TOILET ARE NOT VENTED CORRECTLY AND OVER
 EIGHT FEET TO THE POINT OF VENT PER THE 2020 FBC TABLE
 909.1MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT.
  
 B. THE KITCHEN SINS HAVE NO DRAIN CONNECTION. WOULD YOU
 PLEASE PROVIDE PER THE WPB AMENDMENTS TO THE FBC
 SEC.107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS?
  
 13. ON SHEET P3.03;
  
 A. PLEASE PROVIDE HOW THE PIPE ON THE 1ST FLOOR WILL BE
 PROTECTED FROM VEHICULAR TRAFFIC PER THE 2020 FBC P
 305.6PROTECTION AGAINST PHYSICAL DAMAGE.
  
 B. THE PUMP IN THE ELEVATOR HAS NO DETAIL. WPB
 AMENDMENTS TO THE FBC SEC. 107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS.
  
 C. PUMPS CONNECTED TO THE DRAINAGE SYSTEM SHALL CONNECT
 TO A BUILDING SEWER, BUILDING DRAIN, SOIL STACK, WASTE
 STACK, OR HORIZONTAL BRANCH DRAIN PER THE 2020 FBC SEC.
 712.3.5 PUMP CONNECTION TO THE DRAINAGE SYSTEM.
  
 14. ON SHEET P3.04;
  
 A. THE GAS REQUIRES A SEPARATE PERMIT. WOULD YOU PLEASE
 PROVIDE PER THE WPB AMENDMENTS TO THE FBC SEC.107.2.1
 INFORMATION ON CONSTRUCTION DOCUMENTS?
  
 B. PE PIPE IS ALLOWED UNDERGROUND. WOULD YOU PLEASE
 PROVIDE THE TYPE OF MATERIAL THAT COMPLIES WITH THE
 2020 FBC G 403.1?
  
 C. NEED A SHUTOFF VALVE AND HARD CAP FOR FUTURE RANGE
 SHOW ON GAS ISOMERIC P-1 APPLIANCE SHUTOFF 2020 FBC FG
 SEC. 409.5.
  
 D. SUBMIT AN ISOMETRIC DRAWING THAT CLEARLY SHOWS THE
 LENGTH OF ALL CUT SECTIONS OF PIPE PER 2020 FBC FG
 SECS. 402.4.1, 402.4.2.
  
 15. ON SHEET P3.08, THE DUAL CHECK VALVE WILL REQUIRE A
 REDUCED PRINCIPAL ZONE VALVE TO PREVENT CONTAMINATION
 FROM NONPOTABLE LIQUIDS PER 2020 FBC TABLE
 608.1APPLICATION OF BACKFLOW PREVENTERS.
  
 16. ON SHEETS P3.09 AND P3.10, THE NUMBER IS IN THE
 WRONG ORIENTATION. WOULD YOU PLEASE CORRECT PER THE WPB
 AMENDMENTS TO THE FBC SEC.107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS?
  
 17. ON SHEETS P3.11 AND P3.12, THERE ARE HOSE BIBS IN
 THE CEILING. WOULD YOU PROVIDE A DETAIL SHOWING THE
 GATE VALVE, HOW IT IS SECURED, AND WHAT PER THE WPB
 AMENDMENTS TO THE FBC SEC. 107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS.
  
 18. ON SHEET P4.01 AND ANY THAT APPLY WHICH ARE
 SIMILAR,
  
 A. THE WASHING MACHINE SHUT-OFF VALVES SHALL BE
 ACCESSIBLE WITHOUT MOVING THE UNIT AND WITHIN REACH PER
 THE 2020 FBC SEC. P 606.3 ACCESS TO VALVES.
  
 B. THE COMPLETE OPEN VALVE IS NOT SHOWN ON THE WATER
 HEATER HOT SIDE, SHOW IT OR GIVE REFERENCE TO THE PAGE
 THAT CORRESPONDS TO THAT DETAIL PER THE WPB AMENDMENTS
 TO THE FBC SEC. 107.2.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS.
  
 19. ON SHEET P4.05 AND ANY THAT APPLY WHICH ARE
 SIMILAR, THE ICEBOX IS IN A FIRE-RATED WALL. WOULD YOU
 PROVIDE OR NOT ON PLANS WHAT TYPE OR WHAT WILL BE USED
 PER THE WPB AMENDMENTS TO THE FBC SEC. 107.2.1
 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 20. WOULD YOU PLEASE PROVIDE AN ISOMETRIC DRAWING OF
 THE MAIN SANITARY LINES AND THEIR CONNECTIONS PER THE
 WPB AMENDMENTS TO THE FBC SEC. 107.5.1.3 (13)
 COMMERCIAL PLUMBING.
  
 21. WOULD YOU PLEASE PROVIDE AN ISOMETRIC DRAWING OF
 ALL CONDENSATE LINES AND THEIR CONNECTIONS PER THE WPB
 AMENDMENTS TO THE FBC SEC. 107.5.1.3 (13) COMMERCIAL
 PLUMBING.
  
 22. WOULD YOU PLEASE PROVIDE AN ISOMETRIC DRAWING OF
 ALL STORM LINES AND THEIR CONNECTIONS PER THE WPB
 AMENDMENTS TO THE FBC SEC. 107.5.1.3 (13) COMMERCIAL
 PLUMBING.
  
 23. ON SHEET C4.12, THE BACKFLOW REQUIRES A SEPARATE
 PERMIT. WOULD YOU PLEASE PROVIDE PER THE WPB AMENDMENTS
 TO THE FBC SEC.107.2.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS?
  
 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 PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 18 Status P Date   Cont ID  
Sent By   Date 2022-03-16 Time   Rev Time 0.00
Received By   Date 2022-03-16 Time   Sent To  
Notes
***NONE***
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 17 Status F Date 2022-03-15 Cont ID  
Sent By medwards Date 2022-03-15 Time 15:57 Rev Time 0.00
Received By medwards Date 2022-03-15 Time 12:07 Sent To  
Notes
2022-03-15 15:57:44PRIVATE PROVIDER AFFIDAVIT AUDIT
  
 PERMIT- 21060517
  
 1) SHEET A8.11: THE SIGNATURE DATE ON THE AFFIDAVIT IS
 08/17/2021; THE SIGNATURE DATE ON THE DRAWING IS
 08/19/2021
  
 2) THE AFFIDAVIT LISTS SHEET C6.2; THERE IS NO C6.2 IN
 THE DRAWINGS FOLDER.
  
 3) SHEET IR-1: THE ISSUE DATE ON THE AFFIDAVIT IS
 05/15/2020; THE ISSUE DATE ON THE DRAWING IS 01/05/21
  
 4) SHEET S-1: THE AFFIDAVIT ISSUE DATE IS 1/12/2022,
 THERE IS NO LAST REVISION DATE; THE DRAWING ISSUE DATE
 IS 10/18/2021 AND HAS A LAST REVISION DATE OF
 1/12/2022.
  
 PLEASE CORRECT THESE ISSUES AND REVIEW ALL OF THE
 DOCUMENTS BEFORE RESUBMITTAL TO THE CITY OF WEST PALM
 BEACH FOR THE PRIVATE PROVIDER AFFIDAVIT AUDIT.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 16 Status F Date 2022-03-14 Cont ID  
Sent By medwards Date 2022-03-14 Time 17:23 Rev Time 0.00
Received By medwards Date 2022-03-14 Time 17:23 Sent To  
Notes
2022-03-14 17:34:31PRIVATE PROVIDER PLAN REVIEW AFFIDAVIT AUDIT
  
 PREVIOUS PP AFFIDAVIT SHOWS THAT SHEET A1.01 HAD A LAST
 REVISION DATE OF 12/22/2021 WHICH IS EXACTLY WHAT THE
 DRAWING SHOWS. THE LATEST PRIVATE PROVIDER AFFIDAVIT
 SUBMITTED ON 03/14/2022 HAS A LAST REVISION DATE OF
 08/03/2021. PLEASE CHECK ALL SHEETS AGAINST THE
 AFFIDAVIT AND MAKE SURE ALL IS CORRECTED FOR THE NEXT
 SUBMITTAL.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 15 Status F Date 2022-03-11 Cont ID  
Sent By shill Date 2022-03-11 Time 13:43 Rev Time 0.00
Received By shill Date 2022-03-11 Time 13:43 Sent To  
Notes
2022-03-11 13:44:34SAME AFFIDAVIT SUBMITTED. SEE PREVIOUS COMMENTS.
  
 A VERY DETAILED EMAIL WITH SCREEN SHOTS WAS SENT TO THE
 PRIVATE PROVIDER AND OWNER'S REP.
  
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 14 Status F Date 2022-03-08 Cont ID  
Sent By rmcphers Date 2022-03-08 Time 11:50 Rev Time 0.00
Received By rmcphers Date 2022-03-08 Time 11:50 Sent To  
Notes
2022-03-08 11:52:49PRIVATE PROVIDER COMPLIANCE AFFIDAVIT
  
 CORRECTIONS NEEDED -
  
 1) DRAWING A6.38 WITH A SIGNATURE DATE OF 2/24/22 ADDED
 TO PROJECTDOX DOES NOT SHOW ON THE LAST PROVIDED PLAN
 REVIEW AFFIDAVIT.
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 13 Status P Date 2022-02-23 Cont ID  
Sent By pvalenti Date 2022-02-23 Time 11:05 Rev Time 0.00
Received By pvalenti Date 2022-02-23 Time 09:10 Sent To  
Notes
***NONE***
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 12 Status F Date 2022-02-22 Cont ID  
Sent By mpeterso Date 2022-02-22 Time 10:27 Rev Time 0.00
Received By mpeterso Date 2022-02-22 Time 10:27 Sent To  
Notes
2022-02-22 09:12:06AUDIT OF AFFIDAVIT FAILED REVIEW
  
 1) SHEET LISTED AS, ?S-1?, SURVEY, WITH ISSUE DATE OF
 1/20/21 AND SIGNATURE DATE OF 1/20/21 , AS BEING
 REVIEWED, ON AFFIDAVIT NOT FOUND IN PROJECT DOX FILE. A
 SURVEY FOUND IN THE SUPPORTING DOCS FILE IS DATED WITH
 A LAST REVISION DATE OF, 1/12/22 AND A DIGITAL
 SIGNATURE DATE OF 1/12/22
 PLEASE CHECK ALL SHEETS
  
 PLEASE NOTE: 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
 RESUBMITTAL FORM.
  
 CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE 2020 7TH ED.
 FBC EB = FLORIDA BUILDING CODE EXISTING BUILDING 2020
 7TH EDITION
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2020
 7TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2020 7TH EDITION
 NEC = NFPA 70 2017 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 V/R,
  
 MICHAEL PETERSON
 ELECTRICAL PLANS EXAMINER
 [email protected]
  
  
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 11 Status F Date 2022-02-17 Cont ID  
Sent By rmcdouga Date 2022-02-17 Time 12:46 Rev Time 0.00
Received By rmcdouga Date 2022-02-17 Time 08:41 Sent To  
Notes
2022-02-17 12:53:31PLAN REVIEW AFFIDAVIT REVIEW #11 IS FAILED.
  
 1) THE REVISION AND SIGNATURE DATES ON PLAN SHEETS
 A1.01 AND A6.40 DO NOT MATCH THE PLAN REVIEW AFFIDAVIT.
 PLEASE CORRECT.
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 10 Status F Date 2022-02-04 Cont ID  
Sent By medwards Date 2022-02-05 Time 09:23 Rev Time 0.00
Received By shill Date 2022-02-02 Time 09:23 Sent To  
Notes
2022-02-04 10:23:05FS553.791, AFFIDAVIT IS REQUIRED PRIOR TO BUILDING
 DIVISION AUDIT.
  
 THE "CONSTRUCTION DRAWINGS" ELEVATION CERTIFICATE IS
 REQUIRED PER FBC 107.3.5.1.1 BUT IS NOT INCLUDED IN THE
 AFFIDAVIT.
  
  
2022-02-02 09:24:23PP AFFIDAVIT AUDIT ONLY. ME
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 9 Status F Date 2022-01-28 Cont ID  
Sent By medwards Date 2022-01-28 Time 16:06 Rev Time 0.00
Received By medwards Date 2022-01-28 Time 16:06 Sent To  
Notes
2022-01-28 16:07:129TH PP AFFIDAVIT AUDIT
 PERMIT-21060517
  
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) THE PRIVATE PROVIDER PLAN REVIEW COMPLIANCE
 AFFIDAVIT DOES NOT LIST THE NOA?S THAT ARE IN THIS
 SUBMITTAL.
  
 2) SHEET A7.10 IS MISSING FROM THE AFFIDAVIT.
  
 3) THERE ARE 2 A7.10 DRAWINGS IN THE SUBMITTAL AND
 NEITHER ARE ON THE AFFIDAVIT EACH HAVE A DIFFERENT
 NAME.
  
 4) THERE ARE 2 A7.11 SHEET IN THE SUBMITTAL AND ONLY
 ONE ON THE AFFIDAVIT EACH HAVE A DIFFERENT NAME.
  
 5) THE AFFIDAVIT SHOWS AN A7.12 BUT THERE IS NO A7.12
 IN THE SUBMITTAL.
  
 6) THE HYDRAULIC CALCULATIONS SUBMITTED ARE NOT LISTED
 ON THE AFFIDAVIT.
  
 7) SHEETS LI-1, LP-1, LP-2, LP-3 SHOULD BE REMOVED AS
 THEY WILL BE A SEPARATE PERMIT.
  
  
  
 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 PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 8 Status F Date 2022-01-21 Cont ID  
Sent By shill Date 2022-01-21 Time 14:56 Rev Time 0.00
Received By shill Date 2022-01-21 Time 14:56 Sent To  
Notes
2022-01-21 15:00:02FS553.791, I CHECKED TWO FILES WHICH WERE NOTED ON
 PREVIOUS REVIEW AS PLANS NOT MATCHING THE AFFIDAVIT -
 A0.03, A0.12, ALSO CHECKED A1.01. PLANS AND AFFIDAVIT
 DATES DO NOT MATCH. CHECK ALL.
  
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 7 Status F Date 2022-01-18 Cont ID  
Sent By shill Date 2022-01-18 Time 09:19 Rev Time 0.00
Received By shill Date 2022-01-18 Time 09:19 Sent To  
Notes
2022-01-18 09:23:37FS553.791 THE AFFIDAVIT IS NOT CONSISTENT WITH THE
 PLANS UPLOADED. THERE ARE TOO MANY INCONSISTENCIES TO
 LIST. SOME EXAMPLES:
  
 AFFIDAVIT DATE FOR SHEET A0.03 IS 3/11/21, PLAN DATE IS
 12/22/21.
 AFFIDAVIT DATE FOR SHEET A0.12 IS 3/11/21, PLAN DATE IS
 12/22.21.
 AFFIDAVIT DATE FOR SHEET P1.00 IS 1/07/22, PLAN DATE IS
 9/03/21.
 AFFIDAVIT DATE FOR SHEET P4.07 IS 1/07/22, PLAN DATE IS
 12/22/21.
 AFFIDAVIT DATE FOR SHEET P5.01 IS 1/07/22, PLAN DATE IS
 12/22/21.
  
  
  
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 6 Status F Date 2021-12-13 Cont ID  
Sent By shill Date 2021-12-13 Time 16:11 Rev Time 0.00
Received By shill Date 2021-12-13 Time 16:11 Sent To  
Notes
2021-12-13 16:12:01AFFIDAVIT APPEARS OK; NEW AFFIDAVIT REQUIRED WHEN
 RESUBMITTED
  
 PLUMBING OK PER LAC
2021-12-13 08:17:26BUILDING PP REVIEW AFFIDAVIT OK RMCP
2021-12-13 07:09:58MECHANICAL AFFIDAVIT OK.ME
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 5 Status F Date 2021-12-06 Cont ID  
Sent By shill Date 2021-12-06 Time 15:40 Rev Time 0.00
Received By shill Date 2021-12-06 Time 15:40 Sent To  
Notes
2021-12-06 17:16:10THE AFFIDAVIT DOES NOT HAVE SPECIFIC PAGES MENTION FOR
 THE PLUMBING AND IT IS UNCLEAR TO WHAT WAS REVIEWED BY
 THE PRIVATE PROVIDER AS REQUIRED PER FS553.79.
  
  
  
  
  
  
2021-12-06 15:42:28FS553.79, THE AFFIDAVIT DOES NOT REFER TO ANY SPECIFIC
 PAGES. THE AFFIDAVIT IS TO BE CLEAR AS TO WHAT HAS BEEN
 REVIEWED BY THE PRIVATE PROVIDER.
  
 AN EMAIL WAS SENT TO THE PRIVATE PROVIDER AND OWNER ON
 11/30 BUT NO RESPONSE. THE AUDIT IS ON HOLD PENDING
 RECEIPT. PLEASE SUBMIT AS SOON AS POSSIBLE TO AVOID
 DELAYS.
  
  
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 4 Status P Date 2021-11-17 Cont ID  
Sent By rgathrig Date 2021-11-17 Time 14:35 Rev Time 0.00
Received By rgathrig Date 2021-11-17 Time 14:35 Sent To  
Notes
2021-11-17 14:37:21THIS REVIEW IS ONLY FOR NOTICE TO BUILDING OFFICIAL
 REQUIRED DOCUMENTS.
 PLAN REVIEW AFFIDAVIT REVIEW IS REQUIRED PRIOR TO
 PERMIT BEING ISSUED
  
 RICHARD GATHRIGHT
 ASSISTANT BUILDING OFFICIAL
  
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 3 Status F Date 2021-10-27 Cont ID  
Sent By rgathrig Date 2021-10-27 Time 18:03 Rev Time 0.00
Received By rgathrig Date 2021-10-27 Time 18:02 Sent To  
Notes
2021-10-27 18:12:08PRIVATE PROVIDER PLAN AUDIT FAILED
 AFFIDAVIT OF CODE COMPLIANCE FROM PRIVATE PROVIDER SAYS
 "ALL A, S, M, E, P, FP ETC... AFFIDAVVIT MUST IDENTIFY
 THE PGES THAT WERE PART OF THEIR PLAN REVIEW
 THERE ARE OVER 200 PAGES SUBMITTED IN THIS PERMIT
 APPLICATION
  
 RICHARD GATHRIGHT
 ASSISTANT BUILDING OFFICIAL
  
  
  
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 2 Status P Date 2021-09-17 Cont ID  
Sent By dbattles Date 2021-09-17 Time 09:38 Rev Time 0.00
Received By dbattles Date 2021-09-17 Time 08:27 Sent To  
Notes
***NONE***
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 1 Status F Date 2021-06-08 Cont ID  
Sent By dbattles Date 2021-06-08 Time 13:25 Rev Time 0.00
Received By dbattles Date 2021-06-08 Time 13:24 Sent To  
Notes
2021-06-08 13:25:56REVIEW TO BE DONE AFTER AFFIDAVIT OF COMPLIANCE IS
 SUBMITTED.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status N Date 2022-02-03 Cont ID  
Sent By rmcphers Date 2022-02-03 Time 16:15 Rev Time 0.00
Received By rmcphers Date 2022-02-03 Time 16:15 Sent To  
Notes
2022-02-03 16:15:57ROOFING TO BE DEFERRED
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2021-12-08 Cont ID  
Sent By rmcphers Date 2021-12-08 Time 15:18 Rev Time 0.00
Received By rmcphers Date 2021-12-08 Time 15:18 Sent To  
Notes
2021-12-08 15:18:47SEE BUILDING PLAN REVIEW
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2022-03-16 Cont ID  
Sent By shill Date 2022-03-16 Time 16:08 Rev Time 0.00
Received By rmcphers Date 2022-03-16 Time 16:08 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status F Date 2022-03-08 Cont ID  
Sent By rmcphers Date 2022-03-08 Time 11:47 Rev Time 0.00
Received By rmcphers Date 2022-03-08 Time 11:47 Sent To  
Notes
2022-03-08 11:48:47SIGNATURE REVIEW
  
 CORRECTIONS NEEDED -
  
 1) DRAWING A6.38 DOES 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]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2022-02-04 Cont ID  
Sent By rmcphers Date 2022-02-04 Time 07:48 Rev Time 0.00
Received By rmcphers Date 2022-02-04 Time 07:48 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2021-11-29 Cont ID  
Sent By mpeterso Date 2021-11-29 Time 16:35 Rev Time 0.00
Received By mpeterso Date 2021-11-29 Time 16:35 Sent To  
Notes
2021-11-29 16:40:15FAILED SIGNATURE REVIEW
 DOCUMENT SUBMITTED WITH SUBJECTOF 'FLORIDA
 ADMINSTRATIVE CODE 61G15-32.004' HAS A ENGINEERS SEAL
 AFFIXED WITH NO APPARENT SIGNATURE
 PLEASE CORRECT THIS ISSUE BY PROPERLY SIGNING
 ANDSEALING AS OUTLINED BELOW
  
 FS471/FS481 DOCUMENTS PREPARED BY AN ARCHITECT OR
 ENGINEER AND SUBMITTED FOR PUBLIC RECORD ARE TO BE
 SIGNED, SEALED, DATED ORIGINALS OR DIGITALLY SEALED AND
 SIGNED.
  
 EITHER UPLOAD A DIGITALLY OR ELECTRONICALLY SIGNED PLAN
 TO THE SIGNATURE FOLDER WITH YOUR RESUBMITTAL (IF
 APPLICABLE) AND COMPLETE THE UPLOAD TASK IN PROJECTDOX,
 OR YOU CAN SUBMIT ONE ORIGINAL SIGNED AND SEALED PAPER
 ORIGINAL WITH A WET SIGNATURE TO THE BUILDING DIVISION.
 SIGNATURE DOCUMENTS ARE TYPICALLY REVIEWED WITHIN TWO
 BUSINESS DAYS AFTER SUBMITTAL; DIGITALLY SIGNED
 DOCUMENTS ARE PREFERRED.
  
 PLEASE EMAIL [email protected] AND CC TO
 [email protected]
  
 MICHAEL PETERSON
 ELECTRICAL PLANS EXAMINER
 [email protected]
 561-805-6746
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 4 Status P Date 2022-03-08 Cont ID  
Sent By rmcphers Date 2022-03-08 Time 11:43 Rev Time 0.00
Received By rmcphers Date 2022-03-08 Time 11:43 Sent To  
Notes
***NONE***
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 3 Status F Date 2022-02-23 Cont ID  
Sent By rmcphers Date 2022-02-23 Time 14:03 Rev Time 0.00
Received By rmcphers Date 2022-02-23 Time 14:03 Sent To  
Notes
2022-02-23 14:04:17THRESHOLD BUILDING
  
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 NOTE: THIS STRUCTURE IS CONSIDERED A THRESHOLD BUILDING
 PER FS 553.71 12) "THRESHOLD BUILDING" MEANS ANY
 BUILDING WHICH IS GREATER THAN THREE STORIES OR 50 FEET
 IN HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY
 CLASSIFICATION AS DEFINED IN THE FLORIDA BUILDING CODE
 WHICH EXCEEDS 5,000 SQUARE FEET IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
  
 PLEASE READ AND FILL OUT THE REQUIRED DOCUMENTS PER THE
 "GUIDELINES AND POLICIES FOR PROJECTS CONCERNING
 THRESHOLD/SPECIAL INSPECTORS AND RESIDENT INSPECTORS".
 YOU CAN E MAIL ME AND ASK FOR A COPY.
  
 A) THRESHOLD INSPECTOR: WPB AMENDMENT 110.8.1 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY 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.
  
 B) 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.
  
 C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY
 FOR THIS TYPE OF CONSTRUCTION.
  
 D) 110.8.4.3 ALL SHORING AND RESHORING PROCEDURES,
 PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT
 AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING
 INSTALLATION SHALL BE SUPERVISED, INSPECTED AND
 CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING
 DOCUMENTS BY THE CONTRACTOR.
  
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
  
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 2 Status F Date 2022-02-03 Cont ID  
Sent By rmcphers Date 2022-02-03 Time 16:16 Rev Time 0.00
Received By rmcphers Date 2022-02-03 Time 16:16 Sent To  
Notes
2022-02-03 16:16:41THRESHOLD BUILDING
  
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 NOTE: THIS STRUCTURE IS CONSIDERED A THRESHOLD BUILDING
 PER FS 553.71 12) "THRESHOLD BUILDING" MEANS ANY
 BUILDING WHICH IS GREATER THAN THREE STORIES OR 50 FEET
 IN HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY
 CLASSIFICATION AS DEFINED IN THE FLORIDA BUILDING CODE
 WHICH EXCEEDS 5,000 SQUARE FEET IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
  
 PLEASE READ AND FILL OUT THE REQUIRED DOCUMENTS PER THE
 "GUIDELINES AND POLICIES FOR PROJECTS CONCERNING
 THRESHOLD/SPECIAL INSPECTORS AND RESIDENT INSPECTORS".
 YOU CAN E MAIL ME AND ASK FOR A COPY.
  
 A) THRESHOLD INSPECTOR: WPB AMENDMENT 110.8.1 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY 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.
  
 B) 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.
  
 C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY
 FOR THIS TYPE OF CONSTRUCTION.
  
 D) 110.8.4.3 ALL SHORING AND RESHORING PROCEDURES,
 PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT
 AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING
 INSTALLATION SHALL BE SUPERVISED, INSPECTED AND
 CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING
 DOCUMENTS BY THE CONTRACTOR.
  
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
  
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status F Date 2021-12-08 Cont ID  
Sent By rmcphers Date 2021-12-08 Time 15:19 Rev Time 0.00
Received By rmcphers Date 2021-12-08 Time 15:19 Sent To  
Notes
2021-12-08 15:23:52THRESHOLD BUILDING
  
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 NOTE: THIS STRUCTURE IS CONSIDERED A THRESHOLD BUILDING
 PER FS 553.71 12) "THRESHOLD BUILDING" MEANS ANY
 BUILDING WHICH IS GREATER THAN THREE STORIES OR 50 FEET
 IN HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY
 CLASSIFICATION AS DEFINED IN THE FLORIDA BUILDING CODE
 WHICH EXCEEDS 5,000 SQUARE FEET IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
  
 PLEASE READ AND FILL OUT THE REQUIRED DOCUMENTS PER THE
 "GUIDELINES AND POLICIES FOR PROJECTS CONCERNING
 THRESHOLD/SPECIAL INSPECTORS AND RESIDENT INSPECTORS".
 YOU CAN E MAIL ME AND ASK FOR A COPY.
  
 A) THRESHOLD INSPECTOR: WPB AMENDMENT 110.8.1 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY 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.
  
 B) 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.
  
 C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY
 FOR THIS TYPE OF CONSTRUCTION.
  
 D) 110.8.4.3 ALL SHORING AND RESHORING PROCEDURES,
 PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT
 AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING
 INSTALLATION SHALL BE SUPERVISED, INSPECTED AND
 CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING
 DOCUMENTS BY THE CONTRACTOR.
  
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
  
  
Review Stop Z ZONING
Rev No 4 Status P Date 2022-02-03 Cont ID  
Sent By jroach Date 2022-02-03 Time 15:11 Rev Time 0.00
Received By jroach Date 2022-02-03 Time 15:01 Sent To  
Notes
2022-02-03 15:11:59THIS PERMIT REVIEW IS LIMITED TO THE BUILDING ONLY.
  
 THIS REVIEW HAS BEEN PASSED SUBJECT TO THE FOLLOWING
 PROVISOS:
  
 1. SEPARATE PERMITS REQUIRED FOR (AS APPLICABLE):
  LANDSCAPING
  FENCING/GATES
  SITE/PRIVACY WALLS
  SITE LIGHTING
  IRRIGATION
  GENERATOR
  SIGNAGE
  PARING LOT / STRIPING / HARDSCAPE
  SITE FIXTURES (I.E. BIKE RACKS, ETC.)
  
 2. THE BROWARD BLOCK DEVELOPMENT OF SIGNIFICANT IMPACT
 (DS) SHALL BE SUBJECT TO ALL DEVELOPMENT ORDER
 CONDITIONS, AS OUTLINED IN RESOLUTION NO. 145-12, AND
 AS MAY BE AMENDED. ALL CONDITIONS OF APPROVAL IMPOSED
 BY RES. NO. 145-12, AS AMENDED, SHALL BE ADDRESSED
 WITHIN THE APPROPRIATE SPECIFIED TIMEFRAMES. __________
 _______________________________________________________
 ___
  
 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
 P: 561.822.1448 | E: [email protected]
Review Stop Z ZONING
Rev No 3 Status P Date 2021-09-28 Cont ID  
Sent By jroach Date 2021-09-28 Time 11:44 Rev Time 0.00
Received By jroach Date 2021-09-28 Time 11:44 Sent To  
Notes
2021-09-28 11:46:31THIS PERMIT REVIEW IS LIMITED TO THE BUILDING ONLY.
  
 THIS REVIEW HAS BEEN PASSED SUBJECT TO THE FOLLOWING
 PROVISOS:
  
 1. PRIOR TO THE ISSUANCE OF THE PERMIT, THE PROPERTY
 SHALL BE REPLATTED, AS REQUIRED BY RESOLUTION NO.
 145-12.
  
 2. SEPARATE PERMITS REQUIRED FOR (AS APPLICABLE):
 2.1. LANDSCAPING
 2.2. FENCING/GATES
 2.3. SITE/PRIVACY WALLS
 2.4. SITE LIGHTING
 2.5. IRRIGATION
 2.6. GENERATOR
 2.7. SIGNAGE
 2.8. PARING LOT / STRIPING / HARDSCAPE
 2.9. SITE FIXTURES (I.E. BIKE RACKS, ETC.)
  
 3. THE BROWARD BLOCK DEVELOPMENT OF SIGNIFICANT IMPACT
 (DS) SHALL BE SUBJECT TO ALL DEVELOPMENT ORDER
 CONDITIONS, AS OUTLINED IN RESOLUTION NO. 145-12, AND
 AS MAY BE AMENDED. ALL CONDITIONS OF APPROVAL IMPOSED
 BY RES. NO. 145-12, AS AMENDED, SHALL BE ADDRESSED
 WITHIN THE APPROPRIATE SPECIFIED TIMEFRAMES. __________
 _______________________________________________________
 ___
  
 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
 P: 561.822.1448 | E: [email protected]
Review Stop Z ZONING
Rev No 2 Status F Date 2021-09-25 Cont ID  
Sent By jroach Date 2021-09-25 Time 12:53 Rev Time 0.00
Received By jroach Date 2021-09-25 Time 12:53 Sent To  
Notes
2021-09-25 13:03:10ZONING PLAN REVIEW
 ________________________________________
  
 DATE OF REVIEW: 09.25.2021
 PERMIT NO.: 21060517
 ________________________________________
  
 REVIEW STATUS: FAILED
 ________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. [ SATISFIED ] - THE SITE PLAN SHOULD BE THE SAME
 SITE PLAN THAT WAS APPROVED AS THE PART OF THE BROWARD
 BLOCK DEVELOPMENT OF SIGNIFICANT IMPACT (DSI), AS
 PREPARED BY SCHMIDT NICHOLS, REVISION DATED DECEMBER
 10, 2020. A NOTE WAS PROVIDED ON SHEET A1.01 REFERRING
 TO SHEET SP-1, BUT SHEET SP-1 WAS NOT PROVIDED IN THE
 SUBMITTAL.
  
 2. [ SATISFIED ] - A SEPARATE LANDSCAPE PERMIT IS
 REQUIRED.
  
 3. [ PARTIALLY SATISFIED ] - PURSUANT TO RESOLUTION NO.
 145-12:
  
 3.1. [ NOT SATISFIED ] - PRIOR TO THE ISSUANCE OF A
 BUILDING PERMIT, THE PROPERTY SHALL BE REPLATTED
 (APPLICATION HAS BEEN SUBMITTED AND IS IN REVIEW).
  
 3.2. [ SATISFIED - SUBJECT TO PROVISO ] - THE DEVELOPER
 IS RESPONSIBLE FOR ALL OFF-SITE IMPROVEMENTS OR
 UPGRADES.
  
 3.3. [ SATISFIED - SUBJECT TO PROVISO ] - THE DEVELOPER
 IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ALL
 LANDSCAPING WITHIN THE RIGHT-OF-WAY.
 ________________________________________
  
 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
  
Review Stop Z ZONING
Rev No 1 Status F Date 2021-07-19 Cont ID  
Sent By jroach Date 2021-07-19 Time 13:46 Rev Time 0.00
Received By jroach Date 2021-07-19 Time 13:46 Sent To  
Notes
2021-07-19 13:46:13ZONING PLAN REVIEW
 ________________________________________
  
 DATE OF REVIEW: 07.19.2021
 PERMIT NO.: 21060517
 ________________________________________
  
 REVIEW STATUS: FAILED
 ________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. THE SITE PLAN SHOULD BE THE SAME SITE PLAN THAT WAS
 APPROVED AS THE PART OF THE BROWARD BLOCK DEVELOPMENT
 OF SIGNIFICANT IMPACT (DSI), AS PREPARED BY SCHMIDT
 NICHOLS, REVISION DATED DECEMBER 10, 2020. A NOTE WAS
 PROVIDED ON SHEET A1.01 REFERRING TO SHEET SP-1, BUT
 SHEET SP-1 WAS NOT PROVIDED IN THE SUBMITTAL.
  
 2. A SEPARATE LANDSCAPE PERMIT IS REQUIRED.
  
 3. PURSUANT TO RESOLUTION NO. 145-12:
  
 3.1. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE
 PROPERTY SHALL BE REPLATTED (APPLICATION HAS BEEN
 SUBMITTED AND IS IN REVIEW).
  
 3.2. THE DEVELOPER IS RESPONSIBLE FOR ALL OFF-SITE
 IMPROVEMENTS OR UPGRADES.
  
 3.3. THE DEVELOPER IS RESPONSIBLE FOR INSTALLATION AND
 MAINTENANCE OF ALL LANDSCAPING WITHIN THE RIGHT-OF-WAY.
 ________________________________________
  
 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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