Plan Review Details - Permit 21120055
Plan Review Stops For Permit 21120055
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2021-12-06 Cont ID  
Sent By cpuell Date 2021-12-06 Time 09:28 Rev Time 0.00
Received By cpuell Date 2021-12-06 Time 09:28 Sent To  
Notes
2021-12-02 10:42:03CAROLINES NOTE FOR WHEN THE PLANS COME IN, MAKE SURE
 THAT THE NORTH EAST BUILDING WITH THE ADDRESS OF 4200
 GEORGIA AVE # B IS BEING DEMOLISHED.
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 2 Status F Date 2023-02-22 Cont ID  
Sent By swelter Date 2023-02-22 Time 12:54 Rev Time 0.00
Received By swelter Date 2023-02-22 Time 12:56 Sent To  
Notes
2023-02-22 12:55:31DEVELOPMENT SUBJECT TO PUBLIC ART REQUIREMENT - INVOICE
 SENT 3.31.22 -
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status F Date 2022-01-24 Cont ID  
Sent By scwelter Date 2022-01-24 Time 09:57 Rev Time 0.00
Received By scwelter Date 2022-01-24 Time 09:58 Sent To  
Notes
2022-01-24 09:58:36RCVD. ART ASSESSMENT APPLICATION 3.31.2022 - INVOICED
 3.31.22 -
  
 CONTACT SYBILLE WELTER, ADMINISTRATOR OF PUBLIC ART &
 CULTURE AT [email protected] TO OBTAIN AN ART ASSESSMENT
 APPLICATION AND REVIEW THE REQUIREMENTS.
  
 BY ORDINANCE:
 TOTAL CONSTRUCTION COSTS OF THIS DEVELOPMENT ARE OVER
 $500,000 IT IS 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.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2022-03-31 Cont ID  
Sent By rmcphers Date 2022-03-31 Time 13:27 Rev Time 0.00
Received By rmcphers Date 2022-03-31 Time 13:27 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2021-12-30 Cont ID  
Sent By rmcphers Date 2021-12-30 Time 09:13 Rev Time 0.00
Received By rmcphers Date 2021-12-29 Time 14:58 Sent To  
Notes
2021-12-30 09:13:12NEW COMMERCIAL BUILDING
 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 HOURLY FIRE RATING FOR THE EXTERIOR
 WALLS THAT ARE 5 FEET FROM THE PROPERTY LINES - FBC
 TABLE 602
  
 2) PLEASE SHOW THE RESTROOM AND MOP SINK AREA WALL
 FINISHES TO COMPLY WITH FBC 1210.2.2 WALLS AND
 PARTITIONS.
 WALLS AND PARTITIONS WITHIN 2 FEET (610 MM) OF SERVICE
 SINKS, URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH,
 HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS
 THAN 4 FEET (1219 MM) ABOVE THE FLOOR, (DRYWALL IS NOT
 CONSIDERED A HARD SURFACE)
  
 3) FINISH SCHEDULE SHOWS WOOD BASE BOARD IN THE
 RESTROOM - SHOULD BE A NONABSORBENT MATERIAL - FBC
 1210.2.1 FLOORS AND WALL BASES.
 IN OTHER THAN DWELLING UNITS, TOILET, BATHING AND
 SHOWER ROOM FLOOR FINISH MATERIALS SHALL HAVE A SMOOTH,
 HARD, NONABSORBENT SURFACE. THE INTERSECTIONS OF SUCH
 FLOORS WITH WALLS SHALL HAVE A SMOOTH, HARD,
 NONABSORBENT VERTICAL BASE THAT EXTENDS UPWARD ONTO THE
 WALLS NOT LESS THAN 4 INCHES (102 MM).
  
 4) PLEASE SHOW THE STAIR HANDRAIL EXTENSIONS -
 HORIZONTAL AT TOP AND SLOPE AT BOTTOM PER FBC 1014.6
 HANDRAIL EXTENSIONS.
 HANDRAILS SHALL RETURN TO A WALL, GUARD OR THE WALKING
 SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN
 ADJACENT FLIGHT OF STAIRS OR RAMP RUN. WHERE HANDRAILS
 ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL
 EXTEND HORIZONTALLY NOT LESS THAN 12 INCHES (305 MM)
 BEYOND THE TOP RISER AND CONTINUE TO SLOPE FOR THE
 DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER.
  
 5) PLEASE SHOW THE TYPE OF TERMITE PROTECTION PER FBC
 1816
  
 6) ACCESSIBLE RESTROOM - PLEASE SHOW THE MIRROR
 DIMENSIONS FROM THE FINISHED FLOOR TO THE "REFLECTIVE
 SURFACE" PER FBC A 603.3 MIRRORS.
 MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL
 BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING
 SURFACE 40 INCHES (1015 MM) MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND.
  
 7) PLEASE PROVIDE COMPLETE (FRONT PAGES AND THE
 INSTALLATION INSTRUCTIONS) MIAMI DADE OR FLORIDA STATE
 PRODUCT APPROVALS FOR THE EXTERIOR DOORS, EXTERIOR
 WINDOWS AND ROOFING SYSTEMS - ALL PRODUCT APPROVALS
 NEED TO BE REVIEWED AND MARKED APPROVED BY THE BUILDING
 DESIGNER OF RECORD IF NOT LISTED BY THE PRODUCT
 APPROVAL NUMBER ON THE DRAWINGS. FBC WPB 107.3.4
  
 8) SEPARATE PERMITS ARE REQUIRED FOR - DUMPSTER
 ENCLOSURE, PARKING LOT, SITE LIGHTING, EXISTING
 BUILDING DEMO - PLEASE ACKNOWLEDGE THIS.
  
 9) ITEMS SUCH AS ROOFING SYSTEMS, WINDOW AND DOOR
 PRODUCT APPROVALS, CANOPY DETAILS ETC. 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 2022-04-12 Cont ID  
Sent By jleahy Date 2022-04-12 Time 11:16 Rev Time 0.00
Received By jleahy Date 2022-04-12 Time 11:12 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2022-01-21 Cont ID  
Sent By jleahy Date 2022-01-21 Time 16:46 Rev Time 0.00
Received By jleahy Date 2022-01-21 Time 13:40 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2022-03-23 Cont ID  
Sent By rrossano Date 2022-03-23 Time   Rev Time 0.00
Received By rrossano Date 2022-03-23 Time   Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2021-12-09 Cont ID  
Sent By rrossano Date 2021-12-09 Time   Rev Time  
Received By rrossano Date 2021-12-09 Time   Sent To  
Notes
2021-12-09 11:14:58CURRENTLY UNDER FORMAL ENGINEERING SUBMITTAL REVIEW.
  
 RICK ROSSANO, SENIOR PROJECT COORDINATOR,
 CITY OF WPB ENGINEERING SERVICES DEPARTMENT
 DIRECT: (561) 494-1098, FAX: (561) 494-1116, MOBILE:
 (561) 246-9525
 EMAIL: [email protected]
 HTTPS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING/ENGINEERING-
 STANDARDS-DETAILS
 CENTRAL OPERATIONS CENTER (DISPATCH):
 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC
 UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2022-03-31 Cont ID  
Sent By   Date 2022-03-31 Time   Rev Time 0.00
Received By bdolan Date 2022-03-31 Time 12:44 Sent To  
Notes
2022-03-31 12:57:15PLAN SET ADDRESSES COMMENT ON PRIOR REVIEW REGARDING
 FIRE SPRINKLER AND UNDERGROUND FIRE MAIN. ANY WORK ON
 SPRINKLER AND UNDERGROUND MUST HAVE SHOP DRAWINGS/PLANS
 SUBMITTED UNDER SERPARATE PERMITS AND WORK MUST BE
 COMPLETED BY CERTIFIED INSTALLER.
  
 PROVISO: PLAN REFERRS TO INSTALLATION OF FIRE ALARM,
 PLEASE SUBMIT SHOP DRAWINGS COMPLIANT WITH NFPA 72 TO
 BE REVIEWED AND APPROVED UNDER A SEPARATE PERMIT.
  
 PER CITY ORDINANCE, ALL WORK IS SUBJECT TO FIELD
 TESTING AND INSPECTION FOR APPROVAL.
  
 LT. BRIAN DOLAN
 DIVISION OF FIRE PREVENTION
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2021-12-17 Cont ID  
Sent By pleduc Date 2021-12-17 Time   Rev Time 0.00
Received By pleduc Date 2021-12-17 Time 15:38 Sent To  
Notes
2021-12-17 15:46:10THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1) THERE IS AN INDICATION OF A FIRE SPRINKLER SYSTEM,
 HOWEVER, THERE ARE NO DOCUMENTS PER F.A.C. 61G AS
 REQUIRED PRIOR TO SHOP DRAWINGS.
  
 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.
  
  
 61G15-32.004 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
  
 PLEASE REVIEW AND PROVIDE THE REQUIRED DOCUMENTATION IN
 NARRATIVE OR PLAN DRAWINGS WITH THIS MASTER.
  
  
 2) THERE IS AN INDICATION OF A FIRE ALARM SYSTEM,
 HOWEVER, THERE ARE NO DOCUMENTS PER F.A.C. 61G AS
 REQUIRED PRIOR TO SHOP DRAWINGS.
  
 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
  
 PLEASE REVIEW AND PROVIDE THE REQUIRED DOCUMENTATION IN
 NARRATIVE OR PLAN DRAWINGS WITH THIS MASTER.
  
  
  
  
 3) ON THE LIFE SAFETY SHEET THERE IS A INDICATION OF A
 CENTER DIVIDING WALL THAT IS PROPOSED TO BE A 1 HOUR
 RATED FIRE SEPARATION WALL.
  
 THE GROUND FLOOR SHEET INDICATES THAT WALL AS W4.
  
 THERE IS NO CLEARLY DEFINED SHEET/CALL-OUT FOR A W4
 WALL AND THE ASSOCATIED LISTED 1 HOUR FIRE RATING
 DESIGN.
  
 PLEASE REVIEW AND PROVIDE OR INDICATE WHERE THAT
 CALL-OUT IS LOCATED.
  
  
 4) THE GROUND FLOOR PLAN INDICATES AN OPEN OFFICE AREA
 WITH A W3A SEPARATION WALL FROM THE WAREHOUSE.
  
 THERE IS NO CLEARLY DEFINED SHEET/CALL-OUT FOR A W4
 WALL AND THE ASSOCATIED LISTED 1 HOUR FIRE RATING
 DESIGN.
  
 PLEASE REVIEW AND PROVIDE OR INDICATE WHERE THAT
 CALL-OUT IS LOCATED.
  
  
 4A) THE GROUND FLOOR PLAN INDICATES AN OPEN OFFICE AREA
 WITH A W3A SEPARATION WALL FROM THE WAREHOUSE.
  
 THIS WALL IS NOT IINDICATED AS HAVING A RATING.
  
 AS THIS OPEN OFFICE APPEARS TO BE GREATER THAN
 ACCESSORY/INCIDENTAL.
  
 PER NFPA 101 CH 6
  
 6.1.14.4.3 THE FIRE BARRIER MINIMUM FIRE RESISTANCE
 RATING SPECIFIED IN
 TABLE 6.1.14.4.1(A) AND TABLE 6.1.14.4.1(B) SHALL BE
 PERMITTED TO BE
 REDUCED BY 1 HOUR, BUT IN NO CASE SHALL IT BE REDUCED
 TO LESS THAN 1 HOUR,
 WHERE THE BUILDING IS PROTECTED THROUGHOUT BY AN
 APPROVED AUTOMATIC
 SPRINKLER SYSTEM IN ACCORDANCE WITH 9.7.1.1(1) AND
 SUPERVISED IN ACCORDANCE
 WITH 9.7.2, UNLESS PROHIBITED BY THE DOUBLE-DAGGER
 FOOTNOTE ENTRIES
 IN THE TABLES.
  
 ADDITIONALLY
  
 6.2 HAZARD OF CONTENTS
 6.2.1 GENERAL.
 6.2.1.1 FOR THE PURPOSE OF THIS CODE, THE HAZARD OF
 CONTENTS SHALL BE
 THE RELATIVE DANGER OF THE START AND SPREAD OF FIRE,
 THE DANGER OF SMOKE
 OR GASES GENERATED, AND THE DANGER OF EXPLOSION OR
 OTHER OCCURRENCE
 POTENTIALLY ENDANGERING THE LIVES AND SAFETY OF THE
 OCCUPANTS OF THE
 BUILDING OR STRUCTURE.
  
 SO THE WAREHOUSE SHOULD BE SEPARATED FROM THE OPEN
 OFFICE AREA BY A LEAST 1 HOUR RATED FIRE SEPARATION
 WALL, WITH ANY DOOR/WINDOW IN THAT WALL CARRYING THE
 SAME RATING.
  
 PLEASE REVIEW AND CORRECT OR PROVIDE A DETAILED
 NARRATIVE WITH SPECIFIC CODE REFERENCES WHY IS SHOULD
 NOT.
  
  
 5) SHEET C 2.3 INDICATES UNDERGROUND FIRE LINES/FDC
 LINES.
  
 ALL FIRE LINE UNDERGROUND/FDC LINES SHALL BE INSTALLED
 UNDER SEPARATE PERMIT AND SHOP DRAWINGS IN COMPLIANCE
 WITH NFPA 24.
  
 PLEASE PROVIDE A NOTE OF ACKNOWLEDGMENT.
  
  
 5A) SHEET C 2.3 INDICATES A SINGLE DDCV FOR BOTH
 DOMESTIC & FIRE LINES.
  
 THE UTILITES DEPARTMENT FOR THE CITY REQUIRES THAT THE
 FIRE LINE BE UNDER ITS OWN SEPARATE METER AND DDCV.
  
 PLEASE REVIEW WITH THE UTILITIES DEPARTMENT FOR
 CONFIRMATION AND CORRECT.
  
  
  
 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 I INCOMING/PROCESSING
Rev No 3 Status N Date 2022-04-21 Cont ID  
Sent By lmarchan Date 2022-04-21 Time 16:03 Rev Time 0.00
Received By lmarchan Date 2022-04-18 Time 07:29 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-04-12 Cont ID  
Sent By jleahy Date 2022-04-12 Time 11:16 Rev Time 0.00
Received By jleahy Date 2022-03-17 Time 08:34 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-01-24 Cont ID  
Sent By lmarchan Date 2022-01-24 Time 10:01 Rev Time 0.00
Received By lmarchan Date 2021-12-06 Time 06:02 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2022-06-08 Cont ID  
Sent By lmarchan Date 2022-06-08 Time 16:12 Rev Time 0.00
Received By lmarchan Date 2022-04-21 Time 16:03 Sent To  
Notes
2022-06-08 15:41:30RECEIPT MU-2022-018442 - $13,839.74 PAID
2022-04-21 16:03:264/21/22 EMAILED IMPACT OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2021-12-30 Cont ID  
Sent By rmcphers Date 2021-12-30 Time 09:13 Rev Time 0.00
Received By rmcphers Date 2021-12-30 Time 09:13 Sent To  
Notes
2021-12-30 09:14:03PLANS 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 2022-04-07 Cont ID  
Sent By medwards Date 2022-04-07 Time 09:03 Rev Time 0.00
Received By medwards Date 2022-04-07 Time 09:03 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2021-12-29 Cont ID  
Sent By medwards Date 2021-12-29 Time 10:41 Rev Time 0.00
Received By medwards Date 2021-12-29 Time 10:16 Sent To  
Notes
2021-12-29 10:40:101ST REVIEW FBC-2020 MECHANICAL
 PERMIT-21120055
  
 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) THERE ARE 3- EF-1 EXHAUST FANS BUT THEY ARE NOT
 SHOWN ON THE DETAILS AND NOTES SHEET. PLEASE PROVIDE
 THE DETAILS FOR THESE EXHAUST FANS INCLUDING THE
 EXHAUST CFM?S MAKING SURE THEY MEET THE REQUIREMENTS OF
 FBC M TABLE 403.3.1.1 FOOTNOTE E.
  
  
 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 P PLUMBING
Rev No 2 Status P Date 2022-04-05 Cont ID  
Sent By ccole Date 2022-04-05 Time 15:41 Rev Time 0.00
Received By ccole Date 2022-04-05 Time 12:26 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2022-01-07 Cont ID  
Sent By ccole Date 2022-01-07 Time 17:38 Rev Time 0.00
Received By ccole Date 2022-01-07 Time 12:45 Sent To  
Notes
2022-01-07 17:38:421ST REVIEW FBC-2020 PLUMBING
 PERMIT- 21120055
 1/7/2022
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020
 FBC B- FLORIDA BUILDING CODE 7TH EDITION 2020
 FBC EC- FLORIDA ENERGY CONSERVATION CODE 7TH EDITION
 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) LS-1 OR P-5: PROVIDE PLUMBING FIXTURE CALCULATIONS
 FOR EACH WAREHOUSE TENANT SPACE IN COMPLIANCE WITH
 TABLE 403.1 FBC P. PROVIDE A SCHEDULE ON THE PLAN THAT
 INDICATES THE REQUIRED AND PROVIDED NUMBER OF FIXTURES
 FOR THE MIXED OCCUPANCIES OF B AND S-1. PLEASE NOTE FOR
 MIXED OCCUPANCIES FRACTIONAL NUMBERS FOR EACH OCCUPANCY
 SHALL FIRST BE SUMMED AND THEN ROUNDED UP TO THE NEXT
 WHOLE NUMBER- SEC. 403.1.1 FBC P.
  
 2) PLEASE PROVIDE A LIST OF REQUIRED SEPARATE PERMITS
 ON THE PLANS INCLUDING THE POTABLE WATER SERVICE
 BACKFLOW PREVENTER, IRRIGATION SYSTEM, FIRE LINE, FIRE
 SPRINKLER, FIRE LINE BACKFLOW PREVENTER, IRRIGATION
 SYSTEM BACKFLOW PREVENTER- SECS. 105.1 & 107.2.1 WPB.
  
 3) PROVIDE ENLARGED TOILET ROOM AND BREAKROOM DRAWINGS
 AND THE FOLLOWING LIST OF MISSING ACCESSIBILITY DETAILS
 IN ACCORDANCE WITH FBC ACC:
 A) CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS FOR THE
 WATER CLOSETS- SEC. 604.3.
 B) CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS FOR THE
 LAVATORIES- 606.2.
 C) TURNING SPACE DIAGRAMS AND DIMENSIONS- 304.3.
 D) CENTERLINES OF THE WATER CLOSETS FROM THE SIDE
 WALLS- 604.2.
 E) HEIGHTS OF THE WATER CLOSET SEATS FROM THE FINISHED
 FLOORS- 604.4.
 F) HEIGHTS OF THE LAVATORY SINK RIMS OR COUNTER
 SURFACES FROM THE FINISHED FLOOR- 606.3.
 G) HEIGHTS OF THE MIRRORS FROM THE FINISHED FLOORS TO
 THE REFLECTIVE SURFACES- 603.3
 H) LOCATIONS, LENGTHS, AND MOUNTING HEIGHTS OF GRAB
 BARS FOR THE WATER CLOSETS- SECTION 604.5 & 609.4,
 FIGURES 604.5.1 & 604.5.2.
 I) LOCATIONS OF THE WATER CLOSET FLUSH CONTROLS- 604.6.
 J) CENTERLINES OF THE TOILET PAPER DISPENSERS MEASURED
 FROM THE FRONTS OF THE WATER CLOSETS- SEC. AND FIGURE
 604.7.
 K) KNEE AND TOE CLEARANCES FOR THE LAVATORIES- 606.2
 L) DRINKING FOUNTAINS: REFER TO SECTIONS 306, 307, AND
 602 FBC ACC AND PROVIDE DRINKING FOUNTAIN INSTALLATION
 DETAILS AND ELEVATION VIEWS SHOWING KNEE AND TOE
 CLEARANCES, SPOUT HEIGHTS, AND SPOUT LOCATIONS. SHOW
 THE REQUIRED 30 X 48 IN. CLEAR FLOOR SPACE FOR A
 FORWARD WHEELCHAIR APPROACH TO THE FOUNTAIN- SEC. 602.2
 AND SHOW HOW THE LOCATIONS OF THE FOUNTAINS WILL BE IN
 COMPLIANCE WITH SEC. 307.2 PROTRUSION LIMITS.
 M) CLEAR FLOOR SPACE APPROACH DIAGRAMS AND DIMENSIONS
 AT THE BREAKROOM SINK, DISHWASHER AND REFRIGERATOR-
 SECS. 305, 606.2, 804.6.3 & 804.6.6.
 N) HEIGHT OF THE BREAKROOM SINK RIM OR COUNTER SURFACE
 FROM THE FINISHED FLOOR- 606.3.
 O) PROVIDE AN ELEVATION DETAIL OR NOTE TO VERIFY THE
 FREEZER INSIDE THE REFRIGERATOR HAS A MINIMUM OF 50
 PERCENT OF FREEZER SPACE 54-INCHES MAXIMUM FROM THE
 FINISHED FLOOR- 804.6.6.
  
 4) P1 & P4: PROVIDE A FLOOR CLEANOUT FOR THE 4-INCH
 DRAIN LINE IN AN ACCESSIBLE LOCATION FOR WAREHOUSE 104-
 SECS. 708.1.1 & 708.1.10 FBC P.
  
 5) P-2 & P4: PROVIDE A SHUTOFF VALVE AT THE ENTRANCE OF
 THE 1-INCH WATER DISTRIBUTION PIPE INTO WAREHOUSE 107-
 SEC. 606.1 (2) FBC P.
  
 6) P5: THE HWR LINE SHALL BE ROUTED TO THE COLD WATER
 INLET PIPE OF THE WATER HEATER AND THE COLD WATER INLET
 PIPE OR THE HOT WATER RETURN CONNECTION OF THE
 THERMOSTATIC MIXING VALVE- SEC. 607.2.2 FBC P.
  
 7) P5: PROVIDE AN EQUIPMENT SCHEDULE FOR THE WATER
 HEATER INDICATING MAKE, MODEL, GALLON SIZE AND
 EFFICIENCY RATING- SEC. 502.1 FBC P & C404.2 FBC EC.
  
 8) REVISE THE ENERGYGAUGE COMPLIANCE FORM TO INCLUDE
 THE WATER HEATER AND PIPE INSULATION DATA- C101.5,
 C403, & C404 FBC EC.
  
 9) P-3: PROVIDE THE MAIN ROOF GUTTER SIZES AND GPM FLOW
 AT EACH DOWNSPOUT LOCATION- SECS. 1106.3 & 1106.6 FBC
 P.
  
 10) A-3.1 & P-3: PLEASE PROVIDE CANOPY ROOF DRAINAGE
 CALCULATIONS AND GUTTER AND DOWNSPOUT SIZES- SEC.
 1106.1 FBC P. A) SHOW THE DOWNSPOUT LOCATIONS ON THE
 PLAN. B) PROVIDE GUTTER AND DOWNSPOUT CONNECTION AND
 BUILDING ATTACHMENT DETAILS- SEC. 1106.1 FBC P.
  
 11) P-3: PROVIDE A DETAIL SHOWING THE TRANSITION
 FITTING BETWEEN THE DOWNSPOUT AND THE STORM DRAIN PIPE-
 SEC. 1106.1 FBC P.
  
 12) P-3 & C2.1: SHOW THE UNDERGROUND STORM DRAIN PIPE
 SIZES- SEC. 1106.2 FBC P.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status N Date 2022-03-31 Cont ID  
Sent By rmcphers Date 2022-03-31 Time 13:25 Rev Time 0.00
Received By rmcphers Date 2022-03-31 Time 13:25 Sent To  
Notes
2022-03-31 13:26:26ROOFING SYSTEM TO BE DEFERRED
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2021-12-30 Cont ID  
Sent By rmcphers Date 2021-12-30 Time 09:14 Rev Time 0.00
Received By rmcphers Date 2021-12-30 Time 09:14 Sent To  
Notes
2021-12-30 09:14:31SEE BUILDING PLAN REVIEW
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2022-03-31 Cont ID  
Sent By rmcphers Date 2022-03-31 Time 13:53 Rev Time 0.00
Received By rmcphers Date 2022-03-31 Time 13:53 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2021-12-30 Cont ID  
Sent By rmcphers Date 2021-12-30 Time 09:25 Rev Time 0.00
Received By rmcphers Date 2021-12-30 Time 09:25 Sent To  
Notes
2021-12-30 09:27:33SIGNATURE REVIEW
  
 CORRECTIONS NEEDED -
  
 1) DRAWING/DOCUMENT SP-1 AND THE GEOTECHNICAL 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]
  
  
Review Stop Z ZONING
Rev No 3 Status P Date 2022-04-21 Cont ID  
Sent By kdefranc Date 2022-04-21 Time 15:23 Rev Time 0.00
Received By kdefranc Date 2022-04-21 Time 15:21 Sent To  
Notes
2022-04-21 15:23:214/21/22 ? PASSED
  
 PREVIOUS REVIEW COMMENTS TO BE ADDRESSED:
 PLEASE COMPLY WITH THE FOLLOWING CONDITIONS OF APPROVAL
 FROM THE ISPR
  
 PLEASE NOTE THAT THIS APPROVAL IS GRANTED SUBJECT TO
 THE FOLLOWING CONDITIONS:
  
 1. PRIOR TO THE ISSUANCE OF ANY PERMIT, A UNITY OF
 TITLE SHALL BE RECORDED (TO UNIFY THE SOUTHERN LOT).
 APPLICATION FOR UNITY OF TITLE SHOULD BE MADE THROUGH
 THE CITY?S ENGINEERING SERVICES DEPARTMENT. [NOT
 SATISFIED ? HOWEVER, MUST BE PROVIDED PRIOR TO CO AS
 DISCUSSED WITH CITY STAFF]
  
 2. REMOVE THE PIPED CONNECTIONS BETWEEN THE MAIN
 STORMWATER MANAGEMENT SYSTEM (INCLUDING THE
 EXFILTRATION SYSTEM) AND THE TRENCH DRAINS ACROSS THE
 DRIVEWAYS AT THE BACK OF SIDEWALK. THIS PIPED
 CONNECTIONS LIMIT THE HYDRAULIC HEAD THAT CAN BE
 IMPOSED ON THE MAJOR EXFILTRATION SYSTEM. THE TRENCH
 DRAINS WILL REDUCE THE AMOUNT OF STORMWATER RUNOFF
 FLOWING FROM THE SITE ACROSS THE SIDEWALK AND SHOULD BE
 CONNECTED TO SEPARATE EXFILTRATION TRENCHES OR
 RETENTION AREA(S) TO TREAT THE STORMWATER RUNOFF
 CAPTURED BY THE TRENCH DRAINS. [SATISFIED ? PER CITY?S
 SENIOR STORMWATER ENGINEER?S REVIEW]
  
 3. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED, AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
  
  
 ADDITIONAL REVIEW COMMENT TO BE ADDRESSED:
 1. PLEASE PROVIDE A COPY OF THE INFORMAL SITE PLAN
 REVIEW (ISPR 21-06) ? CONDITIONAL APPROVAL LETTER WITH
 THE SUBJECT BUILDING PERMIT APPLICATION RESUBMITTAL.
 [SATISFIED]
  
  
 KEVIE DEFRANC
 PLANNER - PLANNING DIVISION
 [email protected]
 561-822-1449
  
Review Stop Z ZONING
Rev No 2 Status F Date 2022-04-01 Cont ID  
Sent By kdefranc Date 2022-04-01 Time 09:01 Rev Time 0.00
Received By kdefranc Date 2022-04-01 Time 08:59 Sent To  
Notes
2022-04-01 09:01:174/1/22 ? FAILED
  
 PREVIOUS REVIEW COMMENTS TO BE ADDRESSED:
 PLEASE COMPLY WITH THE FOLLOWING CONDITIONS OF APPROVAL
 FROM THE ISPR
  
 PLEASE NOTE THAT THIS APPROVAL IS GRANTED SUBJECT TO
 THE FOLLOWING CONDITIONS:
  
 1. PRIOR TO THE ISSUANCE OF ANY PERMIT, A UNITY OF
 TITLE SHALL BE RECORDED (TO UNIFY THE SOUTHERN LOT).
 APPLICATION FOR UNITY OF TITLE SHOULD BE MADE THROUGH
 THE CITY?S ENGINEERING SERVICES DEPARTMENT. [NOT
 SATISFIED ? HOWEVER, MUST BE PROVIDED PRIOR TO CO AS
 DISCUSSED WITH CITY STAFF]
  
 2. REMOVE THE PIPED CONNECTIONS BETWEEN THE MAIN
 STORMWATER MANAGEMENT SYSTEM (INCLUDING THE
 EXFILTRATION SYSTEM) AND THE TRENCH DRAINS ACROSS THE
 DRIVEWAYS AT THE BACK OF SIDEWALK. THIS PIPED
 CONNECTIONS LIMIT THE HYDRAULIC HEAD THAT CAN BE
 IMPOSED ON THE MAJOR EXFILTRATION SYSTEM. THE TRENCH
 DRAINS WILL REDUCE THE AMOUNT OF STORMWATER RUNOFF
 FLOWING FROM THE SITE ACROSS THE SIDEWALK AND SHOULD BE
 CONNECTED TO SEPARATE EXFILTRATION TRENCHES OR
 RETENTION AREA(S) TO TREAT THE STORMWATER RUNOFF
 CAPTURED BY THE TRENCH DRAINS. [SATISFIED ? PER CITY?S
 SENIOR STORMWATER ENGINEER?S REVIEW]
  
 3. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED, AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
  
  
 ADDITIONAL REVIEW COMMENT TO BE ADDRESSED:
 1. PLEASE PROVIDE A COPY OF THE INFORMAL SITE PLAN
 REVIEW (ISPR 21-06) ? CONDITIONAL APPROVAL LETTER WITH
 THE SUBJECT BUILDING PERMIT APPLICATION RESUBMITTAL.
  
  
 KEVIE DEFRANC
 PLANNER - PLANNING DIVISION
 [email protected]
 561-822-1449
  
Review Stop Z ZONING
Rev No 1 Status F Date 2021-12-29 Cont ID  
Sent By av Date 2021-12-29 Time 14:13 Rev Time 0.00
Received By ajones Date 2021-12-29 Time 14:13 Sent To  
Notes
2021-12-29 14:17:2212/29/21- FAILED. PLEASE COMPLY WITH THE FOLLOWING
 CONDITIONS OF APPROVAL FROM THE ISPR
  
 PLEASE NOTE THAT THIS APPROVAL IS GRANTED SUBJECT TO
 THE FOLLOWING CONDITIONS:
  
 1. PRIOR TO THE ISSUANCE OF ANY PERMIT, A UNITY OF
 TITLE SHALL BE RECORDED (TO UNIFY THE SOUTHERN LOT).
 APPLICATION FOR UNITY OF TITLE SHOULD BE MADE THROUGH
 THE CITY?S ENGINEERING SERVICES DEPARTMENT.
  
 2. REMOVE THE PIPED CONNECTIONS BETWEEN THE MAIN
 STORMWATER MANAGEMENT SYSTEM (INCLUDING THE
 EXFILTRATION SYSTEM) AND THE TRENCH DRAINS ACROSS THE
 DRIVEWAYS AT THE BACK OF SIDEWALK. THIS PIPED
 CONNECTIONS LIMIT THE HYDRAULIC HEAD THAT CAN BE
 IMPOSED ON THE MAJOR EXFILTRATION SYSTEM. THE TRENCH
 DRAINS WILL REDUCE THE AMOUNT OF STORMWATER RUNOFF
 FLOWING FROM THE SITE ACROSS THE SIDEWALK AND SHOULD BE
 CONNECTED TO SEPARATE EXFILTRATION TRENCHES OR
 RETENTION AREA(S) TO TREAT THE STORMWATER RUNOFF
 CAPTURED BY THE TRENCH DRAINS.
 3. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED, AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
  
 ANGELLA VANN
 561-822-1441
 [email protected]


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