Plan Review Details - Permit 17080142
Plan Review Stops For Permit 17080142
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2018-11-16 Cont ID  
Sent By dharvey Date 2018-11-16 Time 08:24 Rev Time 0.00
Received By dharvey Date 2018-11-16 Time 08:18 Sent To  
Notes
2018-11-16 08:24:17****CORRECTIONS****
 W.P.B. PERMIT: 17080142
 3RD REVIEW: DHARVEY 11/16/18
  
 PREVIOUS COMMENTS:
 I CLEARED COMMENT #1 SINCE I LOCATED THE CONVERSION OF
 NGVD29 TO NAVD88 ON G-3.
 HOWEVER, THE REMAINING COMMENTS WERE NOT ADDRESSED.
 THERE WAS NO COMMENT RESPONSE SHEET FOR FIRST REVIEW
 BUILDING COMMENTS AND ONLY E-SHEETS WERE UPDATED.
 PLEASE PROVIDE COMMENT RESPONSE SHEETS AND
 UPDATED/CLOUDED SHEETS AS NEEDED TO ADDRESS THE
 COMMENTS.
  
  
  
 2017-08-22 15:57:40 2014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17080142
 ADD: 1100 N. FLAGLER DR. LIFT STATION # 20 (SANITARY
 SEWER)
 CONT: TBD/ TO BE DETERMINED
 TEL: 561-801-3659
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUES. AUGUST 22, 2017
 ACTION: DENIED
  
 1) OK.
  
 2) THE 2ND ISSUE OR UNKNOWN IS WHEN THIS LIFT STATION
 WAS BUILT TO DETERMINE IF IT IS A PRE-FIRM OR POST FIRM
 STRUCTURE? PLEASE PROVIDE WHEN THIS STRUCTURE WAS
 BUILT.
 RESPONSE: THIS IS A REPAIR AND THE COST DOES NOT EXCEED
 THE 50% THRESHOLD
  
 3) THE OTHER ISSUE TO DETERMINE TO WHAT EXTENT THIS
 STRUCTURE HAS TO COMPLY IS WHAT DOLLAR AMOUNT IS THE
 LIFT STATION, OR ANOTHER WORD HAS THE LIFT STATION HIT
 THE 50% OF THE STRUCTURE VALUE AND NEED TO MEET THE
 STANDARDS OF THE CURRENT CODE.
  
 COMMENT: REPAIR AND CURRENT CODE IS NOT APPLICABLE
  
 4) SHEET G-2 THE GENERAL NOTES DOES NOT LIST THE DESIGN
 CRITERIA FOR THIS BUILDING. OCCUPANCY TYPE WOULD BE
 UTILITY. IN THE SPECS THIS FACILITY IS LISTED AS A
 FORCE MAIN AND IT WOULD BE ASSUMED TO BE A RISK
 CATEGORY III STRUCTURE. SEE TABLE 1604.5 OF THE 2014
 FBC-B. THE QUESTION IS THIS BUILDING AND OPERATION TO
 BE CONSIDERED A WASTE WATER TREATMENT FACILITY AND
 OTHER PUBLIC UTILITY FACILITIES NOT INCLUDED IN RISK
 CATEGORY IV, THE RISK CATEGORY WOULD BE A III.
 COMMENT: EXISTING AND THIS IS JUST A REPAIR TO KEEP IT
 WORKING
  
 5) 2014 FBC-B 1612.4 DESIGN AND CONSTRUCTION. THE
 DESIGN AND CONSTRUCTION OF BUILDINGS AND STRUCTURES
 LOCATED IN FLOOD HAZARD AREAS, INCLUDING COASTAL HIGH
 HAZARD AREAS, SHALL BE IN ACCORDANCE WITH CHAPTER 5 OF
 ASCE 7 AND WITH ASCE 24. PLEASE REVIEW IN THE ASCE/ SEI
 24-05 THE DEFINITION FOR COASTAL A ZONE.
 COASTAL A ZONE. IN A COASTAL A ZONE, THE PRINCIPLE
 SOURCES OF FLOODING MUST BE ASTRONOMICAL HIGH TIDES,
 STORM SURGE, SEICHES OR TSUNAMIS. DURING THE BASE FLOOD
 CONDITIONS, THE POTENTIAL FOR BREAKING WAVE HEIGHTS
 SHALL BE GREATER THAN OR EQUAL TO 1.5 FEET. PLEASE
 REVIEW ASCE/ SEI TABLE 4-1 AND THE REQUIRED HEIGHT
 ABOVE EITHER THE BASE FLOOD OR THE DFE. ON THE NEW MAPS
 NOT ADOPTED AS OF THIS REVIEW THE DESIGN FLOOD
 ELEVATION, THE DESIGN FLOOD, INCLUDING WAVE HEIGHT,
 RELATIVE TO THE DATUM SPECIFIED ON THE COMMUNITY?S
 FLOOD HAZARD MAP. THERE ARE 2 HEIGHTS GIVEN WHEN THE
 MEMBER ORIENTATION RELATIVE TO THE DIRECTION OF THE
 WAVE APPROACH:
 PARALLEL BFE + 1 FT. OR DFE WHICHEVER IS HIGHER.
 PERPENDICULAR BFE + 2 FT. OR DFE, WHICHEVER IS HIGHER.
  
 PLEASE NOTE FROM THE CITY OF WEST PALM BEACH SUMMARY OF
 COASTAL STILLWATER STUDY TABLE 9 FOR THIS SECTION OF
 THE INTERCOASTAL WATER WAY GIVEN IN NAV88 IS 7.3 FT.
 COMMENT: REPAIR LESS THAN 50% AND CURRENT RULES ARE NOT
 APPLICABLE
  
 APPEAR THAT THE GENERATOR, AND ATTENDANT
 UTILITIES WILL NEED TO BE ON A RAISED PLATFORM, WITH
 STAIRS AND GUARDRAIL AROUND THE TOTAL STRUCTURE. THE
 LIFT STATION ITSELF WOULD REQUIRE DRY FLOOD PROOFING TO
 A HEIGHT OF BFE + 1 FT. OR DFE WHICHEVER IS HIGHER, SEE
 ASCE/ SEI 24-05 TABLE 6-1.
 COMMENT: GENERATOR WILL BE A TRAILERABLE PORTABLE
 GENSET
 NOTE:
 -PLEASE PROVIDE COMMENT RESPONSE SHEET TO EXPLAIN HOW
 EACH COMMENT IS BEING ADDRESSED.
 -ADDITIONAL COMMENTS MAY BE FORTHCOMING PENDING REVIEW
 OF MATERIALS REQUESTED.
 -WHEN RESUBMITTING, PROVIDE TWO IDENTICAL COLLATED SETS
 OF DOCUMENTS FOR ISSUANCE. OLD SHEETS (BOTH SETS)
 SHOULD BE RETAINED IN THE PACKAGE; PLEASE DO NOT
 DISCARD ANY DOCUMENTS. THEY SHOULD BE BOUND TOGETHER
 SEPARATELY FROM THE TWO ISSUANCE SETS AND MARKED "VOID"
 OR "OLD SHEETS". PLEASE DO NOT STAMP THE PLANS VOID AS
 APPLICANTS ARE INADVERTENTLY STAMPING SHEETS THAT WE
 NEED "VOID", RENDERING THEM NOT USABLE.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2018-09-28 Cont ID  
Sent By dbattles Date 2018-09-28 Time 10:49 Rev Time 0.00
Received By dbattles Date 2018-09-27 Time 14:25 Sent To  
Notes
2018-09-28 10:51:10****CORRECTIONS****
 W.P.B. PERMIT: 17080142
 2ND REVIEW: SEPTEMBER 28, 2018
  
 DYLAN BATTLES
 BUILDING PLANS EXAMINER I
 [email protected]
 561-805-6718
  
 I CLEARED COMMENT #1 SINCE I LOCATED THE CONVERSION OF
 NGVD29 TO NAVD88 ON G-3.
 HOWEVER, THE REMAINING COMMENTS WERE NOT ADDRESSED.
 THERE WAS NO COMMENT RESPONSE SHEET FOR FIRST REVIEW
 BUILDING COMMENTS AND ONLY E-SHEETS WERE UPDATED.
 PLEASE PROVIDE COMMENT RESPONSE SHEETS AND
 UPDATED/CLOUDED SHEETS AS NEEDED TO ADDRESS THE
 COMMENTS.
  
  
  
 2017-08-22 15:57:40 2014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17080142
 ADD: 1100 N. FLAGLER DR. LIFT STATION # 20 (SANITARY
 SEWER)
 CONT: TBD/ TO BE DETERMINED
 TEL: 561-801-3659
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUES. AUGUST 22, 2017
 ACTION: DENIED
  
 1) OK.
  
 2) THE 2ND ISSUE OR UNKNOWN IS WHEN THIS LIFT STATION
 WAS BUILT TO DETERMINE IF IT IS A PRE-FIRM OR POST FIRM
 STRUCTURE? PLEASE PROVIDE WHEN THIS STRUCTURE WAS
 BUILT.
  
 3) THE OTHER ISSUE TO DETERMINE TO WHAT EXTENT THIS
 STRUCTURE HAS TO COMPLY IS WHAT DOLLAR AMOUNT IS THE
 LIFT STATION, OR ANOTHER WORD HAS THE LIFT STATION HIT
 THE 50% OF THE STRUCTURE VALUE AND NEED TO MEET THE
 STANDARDS OF THE CURRENT CODE.
  
 4) SHEET G-2 THE GENERAL NOTES DOES NOT LIST THE DESIGN
 CRITERIA FOR THIS BUILDING. OCCUPANCY TYPE WOULD BE
 UTILITY. IN THE SPECS THIS FACILITY IS LISTED AS A
 FORCE MAIN AND IT WOULD BE ASSUMED TO BE A RISK
 CATEGORY III STRUCTURE. SEE TABLE 1604.5 OF THE 2014
 FBC-B. THE QUESTION IS THIS BUILDING AND OPERATION TO
 BE CONSIDERED A WASTE WATER TREATMENT FACILITY AND
 OTHER PUBLIC UTILITY FACILITIES NOT INCLUDED IN RISK
 CATEGORY IV, THE RISK CATEGORY WOULD BE A III.
  
 5) 2014 FBC-B 1612.4 DESIGN AND CONSTRUCTION. THE
 DESIGN AND CONSTRUCTION OF BUILDINGS AND STRUCTURES
 LOCATED IN FLOOD HAZARD AREAS, INCLUDING COASTAL HIGH
 HAZARD AREAS, SHALL BE IN ACCORDANCE WITH CHAPTER 5 OF
 ASCE 7 AND WITH ASCE 24. PLEASE REVIEW IN THE ASCE/ SEI
 24-05 THE DEFINITION FOR COASTAL A ZONE.
 COASTAL A ZONE. IN A COASTAL A ZONE, THE PRINCIPLE
 SOURCES OF FLOODING MUST BE ASTRONOMICAL HIGH TIDES,
 STORM SURGE, SEICHES OR TSUNAMIS. DURING THE BASE FLOOD
 CONDITIONS, THE POTENTIAL FOR BREAKING WAVE HEIGHTS
 SHALL BE GREATER THAN OR EQUAL TO 1.5 FEET. PLEASE
 REVIEW ASCE/ SEI TABLE 4-1 AND THE REQUIRED HEIGHT
 ABOVE EITHER THE BASE FLOOD OR THE DFE. ON THE NEW MAPS
 NOT ADOPTED AS OF THIS REVIEW THE DESIGN FLOOD
 ELEVATION, THE DESIGN FLOOD, INCLUDING WAVE HEIGHT,
 RELATIVE TO THE DATUM SPECIFIED ON THE COMMUNITY?S
 FLOOD HAZARD MAP. THERE ARE 2 HEIGHTS GIVEN WHEN THE
 MEMBER ORIENTATION RELATIVE TO THE DIRECTION OF THE
 WAVE APPROACH:
 PARALLEL BFE + 1 FT. OR DFE WHICHEVER IS HIGHER.
 PERPENDICULAR BFE + 2 FT. OR DFE, WHICHEVER IS HIGHER.
  
 PLEASE NOTE FROM THE CITY OF WEST PALM BEACH SUMMARY OF
 COASTAL STILLWATER STUDY TABLE 9 FOR THIS SECTION OF
 THE INTERCOASTAL WATER WAY GIVEN IN NAV88 IS 7.3 FT.
  
 IT WOULD APPEAR THAT THE GENERATOR, AND ATTENDANT
 UTILITIES WILL NEED TO BE ON A RAISED PLATFORM, WITH
 STAIRS AND GUARDRAIL AROUND THE TOTAL STRUCTURE. THE
 LIFT STATION ITSELF WOULD REQUIRE DRY FLOOD PROOFING TO
 A HEIGHT OF BFE + 1 FT. OR DFE WHICHEVER IS HIGHER, SEE
 ASCE/ SEI 24-05 TABLE 6-1.
  
 NOTE:
 -PLEASE PROVIDE COMMENT RESPONSE SHEET TO EXPLAIN HOW
 EACH COMMENT IS BEING ADDRESSED.
 -ADDITIONAL COMMENTS MAY BE FORTHCOMING PENDING REVIEW
 OF MATERIALS REQUESTED.
 -WHEN RESUBMITTING, PROVIDE TWO IDENTICAL COLLATED SETS
 OF DOCUMENTS FOR ISSUANCE. OLD SHEETS (BOTH SETS)
 SHOULD BE RETAINED IN THE PACKAGE; PLEASE DO NOT
 DISCARD ANY DOCUMENTS. THEY SHOULD BE BOUND TOGETHER
 SEPARATELY FROM THE TWO ISSUANCE SETS AND MARKED "VOID"
 OR "OLD SHEETS". PLEASE DO NOT STAMP THE PLANS VOID AS
 APPLICANTS ARE INADVERTENTLY STAMPING SHEETS THAT WE
 NEED "VOID", RENDERING THEM NOT USABLE.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-08-22 Cont ID  
Sent By jwitmer Date 2017-08-22 Time 15:57 Rev Time 0.00
Received By jwitmer Date 2017-08-22 Time 11:43 Sent To  
Notes
2017-08-22 15:57:402014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17080142
 ADD: 1100 N. FLAGLER DR. LIFT STATION # 20 (SANITARY
 SEWER)
 CONT: TBD/ TO BE DETERMINED
 TEL: 561-801-3659
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUES. AUGUST 22, 2017
 ACTION: DENIED
  
 1) PLEASE NOTE AT THIS TIME A THOROUGH REVIEW CANNOT BE
 ACHIEVED THERE ARE TOO MANY VARIABLES.
 THIS LIFT STATION AND ATTENDANT UTILITIES IS LOCATED IN
 AN A5 FLOOD ZONE. THE SHEET C-3 INDICATES THE TOP OF
 THE GENERATOR SLAB IS TO BE 4.75 FT. FOR LIFT STATION #
 20. SHEET G-3 NOTE 13 AND 14 FOR BOTH LIFT STATIONS,
 LIFT STATION # 20 & 89 BOTH ELEVATIONS ARE GIVEN IN
 NGVD 29. THE CITY OF WEST PALM BEACH BUILDING
 DEPARTMENT IS USING NGVD 29 UNTIL THE NEW FLOOD MAPS
 ARE ADOPTED. PLEASE PROVIDE THE ELEVATIONS IN BOTH
 STANDARDS DURING THIS TRANSITION PERIOD. THANK YOU.
  
 2) THE 2ND ISSUE OR UNKNOWN IS WHEN THIS LIFT STATION
 WAS BUILT TO DETERMINE IF IT IS A PRE-FIRM OR POST FIRM
 STRUCTURE? PLEASE PROVIDE WHEN THIS STRUCTURE WAS
 BUILT.
  
 3) THE OTHER ISSUE TO DETERMINE TO WHAT EXTENT THIS
 STRUCTURE HAS TO COMPLY IS WHAT DOLLAR AMOUNT IS THE
 LIFT STATION, OR ANOTHER WORD HAS THE LIFT STATION HIT
 THE 50% OF THE STRUCTURE VALUE AND NEED TO MEET THE
 STANDARDS OF THE CURRENT CODE.
  
 4) SHEET G-2 THE GENERAL NOTES DOES NOT LIST THE DESIGN
 CRITERIA FOR THIS BUILDING. OCCUPANCY TYPE WOULD BE
 UTILITY. IN THE SPECS THIS FACILITY IS LISTED AS A
 FORCE MAIN AND IT WOULD BE ASSUMED TO BE A RISK
 CATEGORY III STRUCTURE. SEE TABLE 1604.5 OF THE 2014
 FBC-B. THE QUESTION IS THIS BUILDING AND OPERATION TO
 BE CONSIDERED A WASTE WATER TREATMENT FACILITY AND
 OTHER PUBLIC UTILITY FACILITIES NOT INCLUDED IN RISK
 CATEGORY IV, THE RISK CATEGORY WOULD BE A III.
  
 5) 2014 FBC-B 1612.4 DESIGN AND CONSTRUCTION. THE
 DESIGN AND CONSTRUCTION OF BUILDINGS AND STRUCTURES
 LOCATED IN FLOOD HAZARD AREAS, INCLUDING COASTAL HIGH
 HAZARD AREAS, SHALL BE IN ACCORDANCE WITH CHAPTER 5 OF
 ASCE 7 AND WITH ASCE 24. PLEASE REVIEW IN THE ASCE/ SEI
 24-05 THE DEFINITION FOR COASTAL A ZONE.
 COASTAL A ZONE. IN A COASTAL A ZONE, THE PRINCIPLE
 SOURCES OF FLOODING MUST BE ASTRONOMICAL HIGH TIDES,
 STORM SURGE, SEICHES OR TSUNAMIS. DURING THE BASE FLOOD
 CONDITIONS, THE POTENTIAL FOR BREAKING WAVE HEIGHTS
 SHALL BE GREATER THAN OR EQUAL TO 1.5 FEET. PLEASE
 REVIEW ASCE/ SEI TABLE 4-1 AND THE REQUIRED HEIGHT
 ABOVE EITHER THE BASE FLOOD OR THE DFE. ON THE NEW MAPS
 NOT ADOPTED AS OF THIS REVIEW THE DESIGN FLOOD
 ELEVATION, THE DESIGN FLOOD, INCLUDING WAVE HEIGHT,
 RELATIVE TO THE DATUM SPECIFIED ON THE COMMUNITY?S
 FLOOD HAZARD MAP. THERE ARE 2 HEIGHTS GIVEN WHEN THE
 MEMBER ORIENTATION RELATIVE TO THE DIRECTION OF THE
 WAVE APPROACH:
 PARALLEL BFE + 1 FT. OR DFE WHICHEVER IS HIGHER.
 PERPENDICULAR BFE + 2 FT. OR DFE, WHICHEVER IS HIGHER.
  
 PLEASE NOTE FROM THE CITY OF WEST PALM BEACH SUMMARY OF
 COASTAL STILLWATER STUDY TABLE 9 FOR THIS SECTION OF
 THE INTERCOASTAL WATER WAY GIVEN IN NAV88 IS 7.3 FT.
  
 IT WOULD APPEAR THAT THE GENERATOR, AND ATTENDANT
 UTILITIES WILL NEED TO BE ON A RAISED PLATFORM, WITH
 STAIRS AND GUARDRAIL AROUND THE TOTAL STRUCTURE. THE
 LIFT STATION ITSELF WOULD REQUIRE DRY FLOOD PROOFING TO
 A HEIGHT OF BFE + 1 FT. OR DFE WHICHEVER IS HIGHER, SEE
 ASCE/ SEI 24-05 TABLE 6-1.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2018-09-18 Cont ID  
Sent By jpearson Date 2018-09-18 Time 12:40 Rev Time 0.00
Received By jpearson Date 2018-09-18 Time 08:17 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2017-08-16 Cont ID  
Sent By jpearson Date 2017-08-16 Time 10:17 Rev Time 0.00
Received By jpearson Date 2017-08-16 Time 10:16 Sent To  
Notes
2017-08-16 10:16:56CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH
 PANEL INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE AIC RATING OF THE SERVICE
 EQUIPMENT, ATS, AND LIFT STATION CONTROL PANEL IS
 ADEQUATE. NEC 110.9, 110.10, 409.110(4)
 2. PROVIDE AIC RATING OF SERVICE DISCONNECT, ATS, AND
 LIFT STATION CONTROL PANEL. NEC 110.3, 110.9,
 409.110(4)
 3. PROVIDE NOTES TO INDICATE THE REQUIRED MARKING OF
 SERVICE EQUIPMENT FOR ARC FLASH HAZARD WARNING AND
 AVAILABLE FAULT CURRENT PER CODE. NEC 110.16, 110.24
  
 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. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2018-09-04 Cont ID  
Sent By pleduc Date 2018-09-04 Time   Rev Time 0.00
Received By pleduc Date 2018-09-04 Time 14:15 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2017-08-16 Cont ID  
Sent By pleduc Date 2017-08-16 Time   Rev Time 0.00
Received By pleduc Date 2017-08-15 Time 15:20 Sent To  
Notes
2017-08-15 15:20:22THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) THERE ARE NO INDICATIONS OF REVIEW AND/OR COMPLIANCE
 WITH THE REQUIERMENTS OF NFPA 820, STANDARD FOR FIRE
 PROTECTION IN WASTEWATER TREATMENT AND COLLECTION
 FACILITIES, 2012 EDITION.
  
 COMBUSTIBLE GAS DETECTION SYSTEM AND NFPA 72 MONITORING
 MAY BE REQUIRED.
  
 PLEASE PROVIDE A REVIEW TO INCLUDE BUT NOT LIMITED TO:
  
 3.3.48* PUMPING STATION. A STRUCTURE THAT CONTAINS
 PUMPS AND APPURTENANT PIPING, VALVES, AND OTHER
 MECHANICAL AND ELECTRICAL EQUIPMENT FOR PUMPING
 WASTEWATER OR OTHER LIQUID.
 A.3.3.48 PUMPING STATION. ALSO CALLED LIFT STATION.
  
 3.3.72 WELL.
 3.3.72.1* DRY WELL. THE PORTION OF A PUMPING STATION
 DESIGNED TO PROVIDE ISOLATION AND SHELTER OR
 ACCOMMODATIONS FOR CONTROLS OR EQUIPMENT ASSOCIATED
 WITH PUMPING OF WASTEWATER AND DESIGNED TO COMPLETELY
 AND PERMANENTLY EXCLUDE WASTEWATER OR
 WASTEWATER-DERIVED ATMOSPHERES.
 3.3.72.2* WET WELL. THE PORTION OF THE PUMPING STATION
 THAT RECEIVES AND TEMPORARILY STORES WASTEWATER FOR THE
 PURPOSE OF PUMPING.
 A.3.3.72.1 DRYWELL. DRY WELLS CAN CONTAIN ACCIDENTAL
 LEAKAGE OF WASTEWATER FROM SHAFT SEALS OR OCCASIONAL
 SPILLS. A DRY WELL COULD CONTAIN EQUIPMENT SUCH AS
 PUMPS, MOTORS, FANS, WIRING, CONTROLS, LIGHTS AND
 ASSOCIATED
 WIRING DEVICES, AND OTHER ACCESSORIES.
 A.3.3.72.2 WET WELL. A WET WELL MIGHT OR MIGHT NOT
 CONTAIN ELECTRICAL EQUIPMENT SUCH AS PUMPS, MOTORS,
 FANS, WIRING AND WIRING DEVICES, CONTROLS, LIGHTS, AND
 OTHER ACCESSORIES.
  
 4.2* DESIGN AND CONSTRUCTION. THE DESIGN AND
 CONSTRUCTION OF COLLECTION SYSTEM FACILITIES SHALL
 CONFORM TO TABLE 4.2, WHICH SUMMARIZES THE VARIOUS
 COMPONENTS ASSOCIATED WITH WASTEWATER COLLECTION AND
 TRANSPORT SYSTEMS.
  
 D.2.4.7 PUMPING STATIONS THAT HANDLE RAW WASTEWATER
 SHOULD BE CLASSIFIED IN THE SAME MANNER AS WASTEWATER
 PUMPING STATIONS (SEE CHAPTER 4). IN-PLANT PUMPING
 STATIONS SHOULD BE CLASSIFIED ON THE BASIS OF THEIR
 LOCATION IN THE PROCESS TRAIN AND THE TYPE OF MATERIAL
 HANDLED. RESTRICTIVE CLASSIFICATIONS ARE GENERALLY NOT
 NECESSARY FOR PUMPING STATIONS THAT HANDLE FULLY
 TREATED WASTEWATER
  
 CHAPTER 7 FIRE AND EXPLOSION PREVENTION AND PROTECTION
  
 7.1* SCOPE. THIS CHAPTER SHALL ESTABLISH MINIMUM
 REQUIREMENTS FOR OVERALL PROTECTION AGAINST FIRE AND
 EXPLOSION HAZARDS IN WASTEWATER FACILITIES AND
 ASSOCIATED COLLECTION SYSTEMS.
 7.1.1 GASES, LIQUIDS, AND SOLIDS SHALL BE ASSIGNED TO
 ONE OF THE FOLLOWING TWO CATEGORIES:
 (1) FLAMMABLE/COMBUSTIBLE HAZARDS
 (2) SAFETY AND HEALTH HAZARDS
 7.1.2 THIS STANDARD SHALL APPLY TO THE FLAMMABILITY
 ASPECTS OF A PARTICULAR SUBSTANCE, PROCESS, OR AREA
 WITHIN WASTEWATER AND COLLECTION FACILITIES.
 7.1.3 NFPA 70E AND NFPA 101? SHALL BE REFERENCED FOR
 ADDITIONAL REQUIREMENTS TO PROTECT AGAINST SAFETY AND
 HEALTH HAZARDS.
 7.2 FIRE PROTECTION MEASURES.
 7.2.1 GENERAL.
 7.2.1.1 COLLECTION SYSTEMS, LIQUID STREAM TREATMENT
 PROCESSES, AND SOLIDS-HANDLING PROCESSES SHALL BE
 PROVIDED WITH FIRE PROTECTION FOR THE FIRE HAZARDS, AS
 DESCRIBED IN TABLE 4.2, TABLE 5.2, TABLE 6.2(A), AND
 TABLE 6.2(B).
 7.2.1.2 ENCLOSED SPACES CLASSIFIED AS EXPLOSION HAZARD
 AREAS UNDER THIS DOCUMENT SHALL BE PHYSICALLY SEPARATED
 FROM ALL UNCLASSIFIED ENCLOSURES.
 7.2.1.3 IN ADDITION TO THE FIRE PROTECTION SPECIFIED IN
 CHAPTER 8, BUILDINGS, STRUCTURES, AND PROCESS ELEMENTS,
 UNDER SOME CONDITIONS, SHALL BE PROVIDED WITH
 AUTOMATIC-EXTINGUISHING SYSTEMS IN ACCORDANCE WITH THIS
 CHAPTER.
  
  
  
 2) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 3) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-11-19 Cont ID  
Sent By cpuell Date 2018-11-19 Time 15:27 Rev Time 0.00
Received By cpuell Date 2018-10-22 Time 15:36 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-10-10 Cont ID  
Sent By cpuell Date 2018-10-10 Time 11:25 Rev Time 0.00
Received By cpuell Date 2018-08-29 Time 10:54 Sent To  
Notes
2018-08-31 10:55:14C20
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-08-31 Cont ID  
Sent By jroach Date 2017-08-31 Time 11:48 Rev Time 0.00
Received By jroach Date 2017-08-02 Time 12:40 Sent To  
Notes
2017-08-04 12:40:45C30
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2017-08-22 Cont ID  
Sent By jwitmer Date 2017-08-22 Time 11:43 Rev Time 0.00
Received By jwitmer Date 2017-08-22 Time 11:43 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status N Date 2018-11-09 Cont ID  
Sent By ccole Date 2018-11-09 Time 17:14 Rev Time 0.00
Received By ccole Date 2018-11-09 Time 17:08 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2017-08-21 Cont ID  
Sent By ccole Date 2017-08-21 Time 13:27 Rev Time 0.00
Received By ccole Date 2017-08-21 Time 13:27 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status N Date 2017-08-21 Cont ID  
Sent By gjohnson Date 2017-08-21 Time 16:15 Rev Time 0.00
Received By gjohnson Date 2017-08-21 Time 16:15 Sent To  
Notes
***NONE***
Review Stop X PERMIT EXTENSION
Rev No 1 Status N Date 2018-03-01 Cont ID  
Sent By rbrown Date 2018-03-01 Time 14:46 Rev Time 0.00
Received By rbrown Date 2018-03-01 Time 14:46 Sent To  
Notes
2018-03-01 14:46:43REVIEWED AND ACCEPTED 2/12/18 LETTER FROM LUIS PEREZ
 REQUESTING A 90 DAY EXTENSION OF THE PERMIT APPLICATION
 BECAUSE THE ORDER OF PRIORITY OF CAPITAL IMPROVEMENT
 PROJECTS WAS CHANGED. EXTENSION GRANTED.
Review Stop Z ZONING
Rev No 3 Status P Date 2018-11-19 Cont ID  
Sent By jroach Date 2018-11-19 Time 13:42 Rev Time 0.00
Received By jroach Date 2018-11-19 Time 11:14 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 2018-10-09 Cont ID  
Sent By jroach Date 2018-10-09 Time 16:38 Rev Time 0.00
Received By jroach Date 2018-10-09 Time 16:36 Sent To  
Notes
2018-10-09 16:38:48ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 10.09.2018
 PERMIT NO.: 17080142
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. A SEPARATE LANDSCAPE PERMIT SHALL BE OBTAINED FOR
 ALL LANDSCAPE SCREENING, AS APPROVED BY RESOLUTION NO.
 184-17 AND THE FACE-OF-THE-CITY PRESENTATION BEFORE THE
 CITY COMMISSION ON JUNE 5, 2017.
 ___________________________________________
  
 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
 F: 561.822.1460
  
 E: [email protected]
  
 W: WPB.ORG
  
Review Stop Z ZONING
Rev No 1 Status F Date 2017-08-31 Cont ID  
Sent By jroach Date 2017-08-31 Time 11:47 Rev Time 0.00
Received By jroach Date 2017-08-31 Time 11:47 Sent To  
Notes
2017-08-31 11:48:11ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 08.31.2017
 PERMIT NO.: 17080142
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. A SEPARATE LANDSCAPE PERMIT SHALL BE OBTAINED FOR
 ALL LANDSCAPE SCREENING, AS APPROVED BY RESOLUTION NO.
 184-17 AND THE FACE-OF-THE-CITY PRESENTATION BEFORE THE
 CITY COMMISSION ON JUNE 5, 2017.
 ___________________________________________
  
 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
 F: 561.822.1460
  
 E: [email protected]
  
 W: WPB.ORG
  


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