Plan Review Details - Permit 21060251
Plan Review Stops For Permit 21060251
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2021-08-04 Cont ID  
Sent By cpuell Date 2021-08-04 Time 14:08 Rev Time 0.00
Received By cpuell Date 2021-08-04 Time 14:08 Sent To  
Notes
2021-08-04 14:08:46APPLICANT CONTACTED ME, BASED ON THE DOCUMENTS PROVIDED
 AND THE SURROUNDING PARCEL ADDRESSES, THE ADDRESS OF
 1510 BELVEDERE RD WILL REMAIN FOR THIS PROJECT.
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2021-06-04 Cont ID  
Sent By cpuell Date 2021-06-04 Time 08:59 Rev Time 0.00
Received By cpuell Date 2021-06-04 Time 08:59 Sent To  
Notes
2021-06-04 09:00:59PLEASE PROVIDE A SITE PLAN, SHOWING THE MAIN ENTRANCE
 TO THE BUILDING, ADDRESS MAY CHANGE DEPENDING ON THE
 LOCATION OF THE BUILDING. PLEASE EMAIL [email protected]
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status P Date 2021-08-19 Cont ID  
Sent By scwelter Date 2021-06-09 Time 14:49 Rev Time 0.00
Received By scwelter Date 2021-08-19 Time 11:18 Sent To  
Notes
2021-06-09 14:49:268.19.2021 PUBLIC ART REQUIREMENT COMPLETED - DO NOT
 HOLD CO
  
 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.
  
 PLEASE 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 2021-11-15 Cont ID  
Sent By rmcphers Date 2021-11-15 Time 08:42 Rev Time 0.00
Received By rmcphers Date 2021-11-15 Time 08:42 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2021-10-18 Cont ID  
Sent By rmcphers Date 2021-10-18 Time 10:04 Rev Time 0.00
Received By rmcphers Date 2021-10-18 Time 10:04 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2021-09-16 Cont ID  
Sent By rmcphers Date 2021-09-16 Time 13:23 Rev Time 0.00
Received By rmcphers Date 2021-09-16 Time 12:35 Sent To  
Notes
2021-09-16 12:58:50NEW COMMERCIAL BUILDING
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected].
 CODE USED FOR REVIEW - 2020 FBC WITH 2017 WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
 1) DRAWING A1.0 STATES THAT THE BUILDING IS IN A FLOOD
 ZONE "X" - SURVEY PROVIDED SHOWS THE BUILDING IN A
 FLOOD ZONE (AE12.70) AND (X) - PLEASE REVISE THE
 DRAWING.
  
 2) PLEASE SHOW THE "LOWEST FLOOR" ELEVATION USING
 "NAVD" ON THE DRAWINGS FBC 1612.1
  
 3) PLEASE SHOW THE ACCESSIBLE RESTROOM MIRROR
 DIMENSIONS FROM THE FINISHED FLOOR TO THE "REFLECTING
 SURFACE" TO COMPLY WITH FBC 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.
  
 4) PLEASE PROVIDE COMPLETE MIAMI DADE OR FLORIDA STATE
 PRODUCT APPROVALS FOR THE EXTERIOR DOORS - REVIEWED AND
 MARKED APPROVED BY THE BUILDING DESIGNER OF RECORD FBC
 WPB 107.3.4
  
 5) PRODUCT APPROVAL FOR THE FLAT DECK ROOFING (FL16730
 ) = NEED TO CHOOSE A ROOFING SYSTEM IN THE PRODUCT
 APPROVAL THAT SHOWS THE REQUIRED WIND DESIGN PRESSURE -
 PLEASE CIRCLE THE ROOFING SYSTEM TO BE USED IN THE
 PRODUCT APPROVAL - IF NEEDED PLEASE PROVIDE ADDITIONAL
 ATTACHMENT DETAILS FROM AN ARCHITECT OR ENGINEER FOR
 THE ROOF ZONES 2 AND 3 WHICH MAY REQUIRE A HIGHER WIND
 PRESSURE THEN THE CHOSEN ROOFING SYSTEM - SEE NOTES ON
 THE PRODUCT APPROVAL.
  
 6) PLEASE PROVIDE THE FRONT PAGES FOR THE FLORIDA STATE
 OR MIAMI DADE PRODUCT APPROVALS - THE ONLY FRONT PAGE
 PROVIDED IS FOR THE LOUVERS - PLEASE PROVIDE THE FRONT
 PAGES FOR ALL OTHER PRODUCT APPROVALS.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2021-08-02 Cont ID  
Sent By rmcphers Date 2021-08-02 Time 14:47 Rev Time 0.00
Received By rmcphers Date 2021-08-02 Time 10:44 Sent To  
Notes
2021-08-02 14:31:36NEW COMMERCIAL BUILDING
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected].
 CODE USED FOR REVIEW - 2020 FBC WITH 2017 WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
 1) PALM BEACH COUNTY FLOOD ZONE MAP SHOWS THE PROPERTY
 IS IN A FLOOD ZONE AE12 - PLEASE PROVIDE AN UP DATED
 SURVEY BASED ON THE LATEST FIRM USING NAVD SHOWING THE
 PROPOSED BUILDING FOOT PRINT AND THE FLOOD ZONE
 DELINEATION LINES.
 2) PLEASE PROVIDE A SOIL REPORT (GEOTECHNICAL REPORT).
 3) PLEASE SHOW THE ACCESSIBLE RESTROOM MIRROR
 DIMENSIONS FROM THE FINISHED FLOOR TO THE REFLECTING
 SURFACE TO COMPLY WITH FBC 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.
 4) PLEASE SHOW THE DIMENSIONS FOR THE TOILET REAR GRAB
 BAR FROM THE CENTER OF THE TOILET PER FBC 604.5.2 REAR
 WALL.
 THE REAR WALL GRAB BAR SHALL BE 36 INCHES (915 MM) LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24
 INCHES (610 MM) MINIMUM ON THE OTHER SIDE.
 5) PLEASE PROVIDE COMPLETE MIAMI DADE OR FLORIDA STATE
 PRODUCT APPROVALS FOR THE EXTERIOR WINDOWS, DOORS,
 LOUVERS AND ROOFING SYSTEM.
 6) ALL PRODUCT APPROVALS, SHOP DRAWINGS NEED TO BE
 REVIEWED AND MARKED APPROVED BY THE DESIGNER OF RECORD
 FBC WPB 107.3.4
 7) SEPARATE PERMITS ARE REQUIRED FOR DUMPSTER
 ENCLOSURE, PARKING LOT, SIGNS - PLEASE ACKNOWLEDGE
 THIS.
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2021-07-24 Cont ID  
Sent By jleahy Date 2021-07-24 Time 18:17 Rev Time 0.00
Received By jleahy Date 2021-07-23 Time 07:32 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2021-09-08 Cont ID  
Sent By rrossano Date 2021-09-08 Time   Rev Time 0.00
Received By rrossano Date 2021-09-08 Time   Sent To  
Notes
2021-09-08 11:48:35PASSED WITH PROVISOS:
  
 ADDRESS OUSTANDING BUILDING COMMENTS.
  
 CALL 811 FOR LOCATES 48 HRS. IN ADVANCE OF
 CONSTRUCTION.
  
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPARTMENT
 DIRECT: (561) 494-1098, FAX: (561) 494-1116, MOBILE:
 (561) 246-9525
 EMAIL: [email protected], WWW.WPB.ORG/ENGINEERING
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2021-08-04 Cont ID  
Sent By rrossano Date 2021-08-04 Time   Rev Time  
Received By rrossano Date 2021-08-04 Time   Sent To  
Notes
2021-08-04 13:18:36PLEASE ADDRESS BUILDING COMMENTS.
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2021-11-03 Cont ID  
Sent By pleduc Date 2021-11-03 Time   Rev Time 0.00
Received By pleduc Date 2021-11-03 Time 13:42 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2021-10-12 Cont ID  
Sent By pleduc Date 2021-10-12 Time   Rev Time 0.00
Received By pleduc Date 2021-10-12 Time 14:03 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2021-07-26 Cont ID  
Sent By pleduc Date 2021-07-26 Time   Rev Time 0.00
Received By pleduc Date 2021-07-26 Time 11:06 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2021-11-15 Cont ID  
Sent By rmcphers Date 2021-11-15 Time 08:46 Rev Time 0.00
Received By rmcphers Date 2021-11-02 Time 07:19 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2021-10-22 Cont ID  
Sent By lmarchan Date 2021-10-22 Time 13:09 Rev Time 0.00
Received By lmarchan Date 2021-10-09 Time 17:53 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2021-09-16 Cont ID  
Sent By rmcphers Date 2021-09-16 Time 13:24 Rev Time 0.00
Received By rmcphers Date 2021-08-31 Time 10:20 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2021-08-06 Time   Rev Time 0.00
Received By cdecoeur Date 2021-07-22 Time 09:48 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2021-11-16 Cont ID  
Sent By lmarchan Date 2021-11-16 Time 09:43 Rev Time 0.00
Received By lmarchan Date 2021-10-28 Time 08:08 Sent To  
Notes
2021-10-29 13:15:59RECEIPT MU-2021-051724 - $594.28 PAID
2021-10-28 08:09:0710/28/21 EMAILED IMPACT OFFICE TO REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2021-08-02 Cont ID  
Sent By rmcphers Date 2021-08-02 Time 14:47 Rev Time 0.00
Received By rmcphers Date 2021-08-02 Time 14:47 Sent To  
Notes
2021-08-02 14:48:54PLANS 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 1 Status P Date 2021-08-02 Cont ID  
Sent By medwards Date 2021-08-02 Time 07:37 Rev Time 0.00
Received By medwards Date 2021-08-02 Time 07:37 Sent To  
Notes
***NONE***
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 2 Status P Date 2021-10-18 Cont ID  
Sent By rmcphers Date 2021-10-18 Time 10:05 Rev Time 0.00
Received By rmcphers Date 2021-10-18 Time 10:05 Sent To  
Notes
2021-10-18 10:08:46FLOOD ZONE = X AND AE 12.7
 PROPOSED LOWEST FLOOR = 19.8 NAVD
  
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status F Date 2021-09-16 Cont ID  
Sent By rmcphers Date 2021-09-16 Time 13:00 Rev Time 0.00
Received By rmcphers Date 2021-09-16 Time 13:00 Sent To  
Notes
2021-09-16 13:04:54NFIP REVIEW
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected].
 CODE USED FOR REVIEW - 2020 FBC WITH 2017 WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
 1) PLEASE PROVIDE A PROPOSED ELEVATION CERTIFICATE PER
 FBC WPB 107.3.5.1.1
  
Review Stop P PLUMBING
Rev No 4 Status P Date 2021-11-10 Cont ID  
Sent By ccole Date 2021-11-10 Time 13:15 Rev Time 0.00
Received By ccole Date 2021-11-10 Time 11:17 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2021-10-20 Cont ID  
Sent By ccole Date 2021-10-20 Time 12:17 Rev Time 0.00
Received By ccole Date 2021-10-19 Time 07:33 Sent To  
Notes
2021-10-20 12:30:473RD REVIEW FBC-2020 PLUMBING
 PERMIT- 21060251
 10/20/2021
  
 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) THE ITEMS LISTED BELOW WERE SUBMITTED WITHOUT
 APPROVAL STAMPS BY EITHER THE ARCHITECT OR ENGINEER OF
 RECORD:
 A) OIL/SAND INTERCEPTOR
 B) RECLAIM TANKS
 C) WASH EQUIPMENT
 D) VACUUM EQUIPMENT
 E) AIR COMPRESSOR
 PLEASE NOTE THAT THE APPROVAL STAMPS ON THE INTERCEPTOR
 AND RECLAIM TANKS WERE NOT SIGNED BY EITHER THE
 ARCHITECT OR ENGINEER OF RECORD- SECTION 107.3.4 WPB.
 REFER TO SECTIONS 107.1 AND 107.3.4.1: THE ITEMS ABOVE
 MAY BE DEFERRED HOWEVER IT WOULD BE HELPFUL TO PROVIDE
 A MASTER LIST ON THE PLAN OF ALL DEFERRED SUBMITTALS.
  
 2) SUBMITTAL ITEMS LISTED BELOW WERE REQUESTED BUT NOT
 SUBMITTED:
 A) RECLAIM AND OIL/SAND INTERCEPTOR TANK HEAVY DUTY
 TRAFFIC LIDS
 B) WATER HEATER
 C) EXPANSION TANK
 D) RECIRCULATION PUMP
 E) MIXING VALVES
 REFER TO SECTIONS 107.1 AND 107.3.4.1: THE ITEMS ABOVE
 MAY BE DEFERRED HOWEVER IT WOULD BE HELPFUL TO PROVIDE
 A MASTER LIST ON THE PLAN OF ALL DEFERRED SUBMITTALS.
  
 3) SHEETS P1.1 & PR7.4: THE PLANS SHOW RECLAIM TANKS
 WITH TWO MANHOLE OPENINGS HOWEVER THE SHOP DRAWINGS
 SHOW TANKS WITH TWO OPENINGS. WHICH ARE THE TANKS TO BE
 INSTALLED?
  
 4) PR7.4: AS NOTED IN COMMENT #2, HEAVY DUTY TANK LID
 COVERS WERE NOT SUBMITTED. PLEASE NOTE THE LIDS SHALL
 BE HS-20 AASHTO RATED. THE LIDS MAY BE DEFERRED AND
 ADDED TO THE MASTER LIST.
  
 5) BASED ON THE SUBMITTED SHOP DRAWINGS, THE VACUUM
 SYSTEM REQUIRES STRUCTURAL ENGINEERING FOR INSTALLATION
 HOWEVER THE ENGINEERING HAS NOT BEEN PROVIDED. PLEASE
 PROVIDE THE ENGINEERING OR INDICATE IT WILL BE
 DEFERRED- SECTION 107.3.4.1 WPB. PLEASE NOTE THAT THE
 STRUCTURAL ENGINEERING SHALL INCLUDE WIND LOAD
 ENGINEERING FOR TIE DOWN OF EXPOSED EQUIPMENT- SECTION
 301.15 FBC M.
  
 6) P5.1: PLEASE CORRECT THE NOTE INDICATING 110-DEGREE
 HOT WATER SUPPLY TO THE LAVATORIES FROM THE MIXING
 VALVE- SEE DEFINITIONS OF HOT AND TEMPERED WATER.
 TEMPERED WATER IS REQUIRED AT THE LAVS AND IS DEFINED
 AS WATER WITH TEMPERATURE BETWEEN 85-110 DEGREES F. HOT
 WATER IS EQUAL TO OR GREATER THAT 110.
  
 7) P2.1 & PR7.2: THE MAN POTABLE WATER SERVICE BACKFLOW
 PREVENTER IS INDICATED AS BF-1 ON P2.1 & BF-2 ON PR7.2.
 PLEASE SEE TABLE 608.1 FBC P AND PROVIDE A BACK FLOW
 PREVENTER RATED FOR HIGH HAZARD.
  
 8) P3.1: PLEASE PROVIDE THE GPM DRAINAGE FLOW FOR EACH
 ZONE OR AT EACH RD SHOWN IN THE ISO- TABLE 1106.3 FBC
 P.
  
 9) A8.1: THE SCUPPER DETAIL DOES NOT APPEAR IN
 COMPLIANCE WITH SECTION 1503.4..2.1 FBC B WHICH
 INDICATES THE SCUPPERS SHALL BE PLACED IN THE PARAPET
 WALLS NOT LESS THAN 2 INCHES NOR MORE THAN 4 INCHES
 ABOVE THE ROOF COVERING.
  
 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 P PLUMBING
Rev No 2 Status F Date 2021-09-09 Cont ID  
Sent By pvalenti Date 2021-09-09 Time 14:52 Rev Time 0.00
Received By jesmith Date 2022-02-01 Time 15:05 Sent To  
Notes
2021-09-09 14:53:25CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2020
 7TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2020 7TH EDITION
 FBC EX = FLORIDA EXISTING BUILDING CODE 2020 7TH
 EDITION
 FBC PL = FLORIDA PLUMBING CODE 2020 7TH EDITION
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 2ND REVIEW
 PLUMBING COMMENTS: DENIED.
  
 A-NEW COMMENT: PER WPB FBC 107.2.1, PROVIDE CONDENSATE
 DRAIN FOR AHU-1. PLEASE NOTE, PER WPB CODE OF ORDINANCE
 CHAPTER 90, ARTICLE 3, SECTION 90-12B5, A/C CONDENSATE
 SHALL NOT DISCHARGE TO THE CITY UTILITIES SANITARY
 SEWAGE INFRASTRUCTURE WITHOUT PERMISSION FROM THE
 UTILITIES DEPARTMENT. YOU MAY CONTACT MR. MANNY
 GONZALES IN ENGINEERING AT 561-494-1128 FOR ADDITIONAL
 INFORMATION. MOVING FORWARD, DISCHARGE THE CONDENSATE
 TO AN EXTERIOR DRYWELL OR STORM SYSTEM; PER WPB FBC
 107.2.1, PROVIDE ROUTING, TERMINATION AND A
 DRYWELL/STORM CONNECTION DETAIL.
  
  
 1) A1.0, A2.2, P1.1: PROVIDE PLUMBING FIXTURE
 CALCULATIONS IN ACCORDANCE WITH TABLE 403.1.
 SECOND REQUEST: PROVIDE A SCHEDULE THAT INDICATES THE
 REQUIRED AND PROVIDED NUMBER OF PLUMBING FIXTURES FOR A
 BUSINESS OCCUPANCY.
  
 2) COMPLIED
  
 3)
 ...A) COMPLIED
 ...B) SECOND REQUEST: PROVIDE AN EQUIPMENT SCHEDULE FOR
 THE INTERCEPTOR ON THE PLAN
 ...C) SECOND REQUEST: PROVIDE SIZING CALCULATIONS PER
 THE MANUFACTURER IN ACCORDANCE WITH SECTION 1003.4.2.2-
 NOT LESS THAN 6 CU. FT. FOR THE FIRST 100 SQ. FT. OF
 AREA TO BE DRAINED PLUS 1 CU. FT. FOR EACH ADDITIONAL
 100 SQ. FT.
 ...D) NEW COMMENT: P1.1, P4.0; SHOW UPSTREAM AND
 DOWNSTREAM CLEANOUTS ON ALL RECLAIM TANKS
 ...E) SECOND REQUEST: PLEASE SUBMIT SPECS FOR THE LIDS.
 F) ALL SUBMITTALS SHALL BE APPROVED AND STAMP BY THE
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE- SECTION
 107.2.1, 107.3.4. WPB. SUBMITTALS MAY BE DEFERRED IN
 ACCORDANCE WITH SECTION 107.3.4.1 WPB.
  
 4)
 ...A) COMPLIED
 ...B) SECOND REQUEST: PROVIDE EQUIPMENT SCHEDULES ON
 THE PLANS FOR THE TANKS
 ...C) SECOND REQUEST: INDICATE HOW THE TANKS WERE SIZED
 AND PROVIDE CALCULATIONS.
 ...D) COMPLIED
 ...E) SECOND REQUEST: HEAVY DUTY TRAFFIC LIDS ARE
 REQUIRED FOR TANK ACCESS OPENINGS- SECTIONS 305.7 &
 1309.6. PLEASE SUBMIT SPECS FOR THE LIDS. F) ALL
 SUBMITTALS SHALL BE APPROVED AND STAMP BY THE DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE- SECTIONS 107.2.1 &
 107.3.4. WPB. SUBMITTALS MAY BE DEFERRED IN ACCORDANCE
 WITH SECTION 107.3.4.1 WPB.
  
 5) COMPLIED: CAR WASH SYSTEM
 NEW COMMENT: PROVIDE INTER-CONNECTION AND BACKFLOW
 PREVENTER BETWEEN DOMESTIC WATER SYSTEM AND WASH
 SYSTEM. SEE COMMENT 16 REGARDING INTER-CONNECTION
 BETWEEN DOMESTIC WATER AND WASH SYSTEM.
  
 6) VACUUM SYSTEM- SECTION 107.2.1 WPB:
 ...A) COMPLIED
 ...B) COMPLIED
 SECOND REQUEST: BY REVIEWING THE MANUFACTURER?S
 SPECIFICATIONS/MANUAL, IT APPEARS PIPING MATERIAL IS
 PVC PIPE WITH SOLVENT WELD FITTINGS BUT IS MANUFACTURER
 SPECIFIC FOR THE SYSTEM, WOULD BE FURNISHED IN THE
 ACTUAL BOM AND IS NOT COMPATIBLE WITH STANDARD DRAINAGE
 OR WATER USE PVC MATERIAL AS IS FOUND IN FBC PL
 CHAPTERS 6 AND 7. IS THIS THE CASE? PLEASE PROVIDE
 MANUFACTURER?S SPECIFICATION FOR THIS MATERIAL.
  
 7) COMPLIED
  
 8) A4.0- MISSING DETAILS PER FBC ACC:
 ...A) COMPLIED
 ...B) COMPLIED
 ...C) COMPLIED
 ...D) SECOND REQUEST: SHOW THE HEIGHT OF THE MIRROR
 FROM THE FINISHED FLOOR TO THE REFLECTIVE SURFACES (NOT
 THE BOTTOM OF THE MIRROR) SECTION 603.3
 ...E) SECOND REQUEST: SHOW THE HEIGHTS OF THE GRAB BARS
 FOR THE FINISHED FLOORS TO THE TOPS NOT THE CENTER OF
 THE GRIPPING SURFACES- SECTION 609.4.
 ...F) COMPLIED
 ...G)SECOND REQUEST: SHOW KNEE AND TOE CLEARANCES FOR
 THE LAVATORIES- SECTION 606.2 & FIGURES 306.2 & 306.3.
 ...H) N/A
 NEW COMMENT: PER WPB FBC 107.2.1, REMOVE
 REFERENCES/DETAILS REGARDING DRINKING FOUNTAIN FROM
 A4.0, AS THERE IS NO DRINKING FOUNTAIN.
  
 9) COMPLIED.
  
 10) P1.1: PROVIDE THE PIPE SLOPES- TABLE 704.1 FBC P.
 NEW COMMENT:TABLE 704.1 REQUIRES PIPING SMALLER THAN 3
 INCH SHALL HAVE A MINIMUM SLOPE OF 1/4 INCH PER FOOT.
 PIPING 3 INCH TO 6 INCH MINIMUM SLOPE TO BE 1/8 INCH
 PER FOOT. SEE P4.1 AND REVISE NOTE TO REFLECT PER WPB
 FBC 107.2.1.
  
 11) COMPLIED:P1.1 & P4.1: THE PLANS SHOW ONLY ONE OF
 THE TWO DRAIN LINES FROM THE TUNNEL PITS DISCHARGING
 INTO THE OIL/WATER SEPARATOR- SECTION 1003.4.2 FBC P.
 NEW COMMENT: PER FBC PL 1003.2, THE SERVICE SINK SHALL
 NOT DISCHARGE INTO THE OIL SEPARATOR.
 NEW COMMENT: PIT SYSTEM 2 AND TRENCH DRAIN SYSTEM
 DISCHARGE DIRECTLY TO THE OIL WATER SEPARATOR. SOME
 TRENCH DRAINS ARE TRAPPED. PIT AND ONE OTHER TRENCH
 DRAIN ARE NOT. PER WPB FBC 107.2.1, CLARIFY.
  
 12) COMPLIED
  
 13) COMPLIED
  
 14) COMPLIED
  
 15) SECOND REQUEST: INDICATE THE EFFICIENCY RATING OF
 THE UNIT PER TABLE C404.1 FBC EC AND SUBMIT
 MANUFACTURERS SPECIFICATIONS AND INSTALLATION MANUAL-
 SECTION 502.1.
 NEW COMMENT(S)
 ...A) THERMAL EXPANSION TANK SHALL BE CONNECTED TO THE
 WATER HEATER COLD WATER SUPPLY PIPE, NOT THE HOT WATER
 AT A POINT THAT IS DOWNSTREAM OF ALL CHECK VALVES,
 PRESSURE REDUCING VALVES AND BACKFLOW PREVENTERS PER
 FBC PL 607.3. PER WPB FBC 107.2.1, SHOW THE THERMAL
 EXPANSION TANK ON THE PROVIDED WATER HEATER DETAIL AS
 WELL AS ON THE ISOMETRIC.
 ...B) PER WPB FBC 107.2.1, SPECIFY AND SIZE THE THERMAL
 EXPANSION TANK; SHALL BE SIZED IN ACCORDANCE WITH THE
 MANUFACTURER?S INSTRUCTIONS AND SHALL BE SIZED SUCH
 THAT THE PRESSURE IN THE WATER DISTRIBUTION SYSTEM
 SHALL NOT EXCEED THAT REQUIRED BY SECTION 604.8. FBC PL
 607.3
 ...C) PER WPB FBC 107.2.1, PROVIDE SPECIFICATION AND
 DETAIL FOR RECIRCULATION PUMP. SHOW HOW HOT WATER
 RETURN WILL INTRODUCED INTO THE WATER HEATER, EITHER
 DIRECTLY OR THROUGH THE COLD WATER SUPPLY. INCLUDE ALL
 BALANCING VALVES, SHUT OFF VALVES, CHECK VALVES AND
 CONTROLS.
  
 16) SECOND REQUEST: P2.1, P5.1, PR7.2: PROVIDE THE TYPE
 OF BACKFLOW PREVENTER TO BE INSTALLED AT THE WATER
 DISTRIBUTION ENTRANCE TO THE EQUIPMENT ROOM- SECTION
 608.3 FBC P.
 REVISE SHEETS P2.1 & P5.1 TO SHOW THE EXACT LOCATION OF
 THE POTABLE WATER LINE CONNECTION TO THE WASH EQUIPMENT
 AS SHOWN ON PR7.2. PROVIDE A BACKFLOW PREVENTER
 ASSEMBLY AT THIS LOCATION AND INDICATE THE TYPE-
 SECTION 608.3. THIS SYSTEM SHALL BE COMPLETELY ISOLATED
 FOR THE POTABLE WATER SUPPLY AND THE WATER SUPPLY TO
 THE PLUMBING FIXTURES IN THE EQUIPMENT ROOM. SHEET
 PR7.2 SHOWS INDIVIDUAL BACKUP POTABLE WATER LINES TO
 EQUIPMENT. BACKFLOW PREVENTERS WILL BE REQUIRED ON EACH
 LINE- SECTION 608.3.
  
 17) NEW COMMENT: PER WPB FBC 107.2.1, PROVIDE
 SPECIFICATION AND DETAIL FOR MIXING VALVE AND HOT WATER
 CARTRIDGE NOTED IN RESPONSE. DEVICE SHALL CONFORM TO
 ASSE 1070 PER FBC PL 419.5 AND 607.2.1.
  
 18) SECOND REQUEST: P2.1 & P5.1: REFER TO TABLE
 C404.5.1 FBC EC- THE 1/2 -INCH HOT WATER PIPE TO THE
 LAVATORY SHALL NOT EXCEED 2FT. FROM THE HOT WATER
 SOURCE.
 THE MAXIMUM ALLOWABLE PIPING LENGTH FROM THE NEAREST
 SOURCE OF HEATED WATER TO THE TERMINATION OF THE
 FIXTURE SUPPLY PIPE SHALL BE IN ACCORDANCE WITH THE
 FOLLOWING. WHERE THE PIPING CONTAINS MORE THAN ONE SIZE
 OF PIPE, THE LARGEST SIZE OF PIPE WITHIN THE PIPING
 SHALL BE USED FOR DETERMINING THE MAXIMUM ALLOWABLE
 LENGTH OF THE PIPING IN TABLE C404.5.1.
 FOR A PUBLIC LAVATORY FAUCET, USE THE ?PUBLIC LAVATORY
 FAUCETS? COLUMN IN TABLE C404.5.1.
 PLEASE NOTE THAT THE NEAREST SOURCE OF HEATED WATER IS
 WHERE THE HOT WATER RETURN CONNECTS TO THE HOT WATER.
 TABLE C404.5.1 REQUIRES THAT THE 1/2 INCH PIPING FROM
 THE SOURCE TO THE POINT OF TERMINATION NOT EXCEED 2
 FEET.
 ADDITIONALLY, FOR YOUR INFORMATION NOTE THAT FBC PL
 419.5 (2020 7TH EDITION) STATES THAT COLD OR TEMPERED
 WATER SHALL BE DELIVERED FROM LAVATORIES AND GROUP WASH
 FIXTURES LOCATED IN PUBLIC TOILET FACILITIES PROVIDED
 FOR CUSTOMERS, PATRONS AND VISITOR.
  
  
 19) NEW COMMENT: P5.1, KEY NOTE 1 CALLS FOR FOAM GLASS
 INSULATION, 1.5 INCHES THICK. P6.1, PLUMBING NOTE 16
 CALLS FOR 1 INCH THICK SNAP ON INSULATION. PER WPB FBC
 107.2.1, CLARIFY AND RECONCILE HOT WATER INSULATION
 SPECS ON
  
 20) COMPLIED: SEE ENGINEER/ARCHITECT RESPONSE; INDUSTRY
 STANDARD; AUTO WASH EQUIPMENT DOES NOT INCORPORATE HOT
 WATER.
  
 20) COMPLIED
  
 21) P3.1 ROOF DRAINAGE- SECTION 1101 FBC P:
 ...A) COMPLIED: PROVIDE THE RAINFALL RATE USED FOR THE
 CALCULATIONS- 1106.1.
 ...B) SECOND REQUEST: PROVIDE A BREAKDOWN OF THE
 CALCULATIONS THAT INCLUDES THE PARAPET AREAS- 1106.4.
 TO BE CLEAR, THE AREA OF THE ROOF AND THE REQUIRED AREA
 OF THE PARAPET WALLS (HALF THE AREA IS REQUIRED) SHALL
 BE BROKEN OUT IN THE CALCULATIONS.
 ...C) COMPLIED: PROVIDE AN ISOMETRIC DRAWING- 1101.2-
 1101.8.
 NEW COMMENT: ADD ISOMETRIC FOR ZONE 4.
 ...D) VERIFY COMPLIANCE WITH 1107.1 ROOF DESIGN- ROOFS
 SHALL BE DESIGNED FOR THE MAXIMUM POSSIBLE DEPTH OF
 WATER THAT WILL POND THEREON AS DETERMINED BY THE
 RELATIVE LEVELS OF ROOF DECK AND OVERFLOW WEIRS,
 SCUPPERS, EDGES OR SERVICEABLE DRAINS IN COMBINATION
 WITH THE DEFLECTED STRUCTURAL ELEMENTS. IN DETERMINING
 THE MAXIMUM POSSIBLE DEPTH OF WATER, ALL PRIMARY ROOF
 DRAINAGE MEANS SHALL BE ASSUMED TO BE BLOCKED. THE
 MAXIMUM POSSIBLE DEPTH OF WATER ON THE ROOF SHALL
 INCLUDE THE HEIGHT OF THE WATER REQUIRED ABOVE THE
 INLET OF THE SECONDARY ROOF DRAINAGE MEANS TO ACHIEVE
 THE REQUIRED FLOW RATE OF THE SECONDARY DRAINAGE MEANS
 TO ACCOMMODATE THE DESIGN RAINFALL RATE AS REQUIRED BY
 SECTION 1106.
 NEW COMMENT: PER WPB FBC 107.2.1, PLEASE EDIT ARCHITECT
 RESPONSE TO COMMENT 21.D TO NOTE SQUARE FOOTAGE
 INCLUDES HALF THE AREA OF THE PARAPET WALLS AND INSERT
 ENTIRE COMMENT ONTO P3.1 PLUMBING ROOF PLAN DRAINAGE.
 ...E) IT APPEARS THE EMERGENCY OVERFLOW SCUPPERS HAVE
 NOT PLACED IN LOCATIONS THAT WILL ACCOMMODATE ALL AREAS
 OF THE ROOF- SECTION 1106.5 FBC P, AND 1503.4.1 &
 1503.4.2 FBC B.
 NEW COMMENT: PER WPB FBC 107.2.1, PLEASE INSERT
 ARCHITECT RESPONSE TO COMMENT 21.E ONTO P3.1 PLUMBING
 ROOF PLAN DRAINAGE.
  
 22) COMPLIED
  
 23) SECOND REQUEST: NON-POTABLE WATER SIGNAGE IS
 REQUIRED IN THE EQUIPMENT ROOM, HOSE BIB LOCATIONS, AND
 AT ALL COMPONENTS OF THE RECLAIMED WATER SYSTEM-
 SECTIONS 1301.3 & 13091.9.9 FBC P. PLEASE SHOW SIGN
 LOCATIONS AND PROVIDE SIGNAGE DETAILS.
 THE ARCHITECT AND MEP RESPONSE TO THIS WAS TO DEFER TO
 THE OTHER WITH NO RESOLUTION OFFERED.
 TO BE CLEAR, PER FBC PL 1301.3 STATES NONPOTABLE WATER
 OUTLETS SUCH AS HOSE CONNECTIONS, OPEN ENDED PIPES AND
 FAUCETS SHALL BE IDENTIFIED AT THE POINT OF USE FOR
 EACH OUTLET WITH THE SIGNAGE. IF THERE ARE NO SUCH
 OUTLETS IN THE RECLAIM SYSTEM, THEN PLEASE NOTE SUCH.
 IF THERE ARE THEN PLEASE IDENTIFY AND PROVIDE DETAIL
 FOR PROPER SIGNAGE. SEE 1301.3
 FBC PL 1301.9.9 STATES EACH NONPOTABLE WATER STORAGE
 TANK SHALL BE LABELED WITH ITS RATED CAPACITY. THE
 CONTENTS OF STORAGE TANKS SHALL BE IDENTIFIED WITH THE
 WORDS ?CAUTION: NONPOTABLE WATER ? DO NOT DRINK.? WHERE
 AN OPENING IS PROVIDED THAT COULD ALLOW THE ENTRY OF
 PERSONNEL, THE OPENING SHALL BE MARKED WITH THE WORDS,
 ?DANGER ? CONFINED SPACE.? MARKINGS SHALL BE INDELIBLY
 PRINTED ON THE TANK OR ON A TAG OR SIGN CONSTRUCTED OF
 CORROSION-RESISTANT WATERPROOF MATERIAL THAT IS MOUNTED
 ON THE TANK. THE LETTERS OF THE WORDS SHALL BE NOT LESS
 THAN 0.5 INCH (12.7 MM) IN HEIGHT AND SHALL BE OF A
 COLOR IN CONTRAST WITH THE BACKGROUND ON WHICH THEY ARE
 APPLIED.
  
  
 24) UPDATED SURVEY SUBMITTED; FFE=20.30 NAVD. FLOOD
 ZONE AE12 AFFECTS ONLY THE NORTHEAST CORNER OF THE
 BUILDING. ALL ITEMS/INFRASTRUCTURE NOTED BELOW ARE
 OUTSIDE OF FLOOD ZONE AE12. GEOTECHNICAL REPORTS
 GROUNDWATER AT 10.4 FEET TO 12.6 FEET BELOW GROUND
 SURFACE DEPENDING UPON BORING LOCATIONS, FEBRUARY
 25-26, 2021 MIDDLE OF THE DRY SEASON; THE SURVEY
 INDICATES GROUND SURFACE ELEVATIONS IN AREA OF THE
 TANKS TO RANGE FROM 18.16 FEET TO 18.61 FEET. THE
 BOTTOM OF THE DEEPEST RECLAIM TANK ACCORDING TO INV.
 PIPE ELEVATIONS GIVEN ON C7.0 WATER AND SEWER PLAN AND
 THE SHOP DRAWINGS FOR THE 2000 GAL. GT NEW STOCK (CLAM)
 MODEL- SHOP DRAWING- OLDCASTLE IS AT OR NEAR 8 FEET
 BELOW THE EXISTING GROUND SURFACE. THE BOTTOM OF THE
 OIL/WATER SEPARATOR ACCORDING TO INV. PIPE ELEVATIONS
 GIVEN ON C7.0 WATER AND SEWER PLAN AND THE SHOP
 DRAWINGS FOR THE OIL SAND SEPARATOR- SHOP DRAWING B2B
 IS AT OR NEAR 7 FEET BELOW THE EXISTING GROUND SURFACE.
  
 END OF COMMENTS.
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS. ALL PLANS TO BE SIGNED
 AND SEALED BY THE DESIGNER AS REQUIRED BY FAC AND FS.
  
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 MOBILE 561-246-0882
 PLEASE NOTE THAT I TYPICALLY WORK ON TUESDAYS AND
 THURSDAYS
  
 21060251 1510 BELVEDERE RD
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2021-08-06 Cont ID  
Sent By ccole Date 2021-08-06 Time 09:45 Rev Time 0.00
Received By ccole Date 2021-08-04 Time 11:26 Sent To  
Notes
2021-08-06 09:45:541ST REVIEW FBC-2020 PLUMBING
 PERMIT- 21060251
 8/5/2021
  
 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) A1.0, A2.2, P1.1: PROVIDE PLUMBING FIXTURE
 CALCULATIONS IN ACCORDANCE WITH TABLE 403.1. PROVIDE A
 SCHEDULE THAT INDICATES THE REQUIRED AND PROVIDED
 NUMBER OF PLUMBING FIXTURES FOR A BUSINESS OCCUPANCY.
 THE CALCULATIONS SHALL INCLUDE THE OCCUPANT LOADS OF
 ALL AREAS OUTSIDE OF THE BUILDING THAT ARE USED AS PART
 OF THE BUILDING?S DESIGNATED OCCUPANCY INCLUDING THE
 VACUUM AREA- SECTION 403.1.4 FBC P. PLEASE NOTE THAT
 PLUMBING FIXTURES SHALL BE PROVIDED FOR PATRONS AND
 EMPLOYEES OF THE BUSINESS. EMPLOYEE TOILET FACILITIES
 SHALL BE SEPARATE OR COMBINED EMPLOYEE AND PUBLIC
 FACILITIES- SECTION 403.3 FBC P. PLEASE INCLUDE THE
 NUMBER OF PATRONS AND EMPLOYEES IN THE CALCULATIONS.
 REVIEW THE FOLLOWING APPLICABLE CODE SECTIONS:
  
 A) TABLE 403.1 REQUIRES DRINKING FOUNTAINS AND A
 SERVICE SINK FOR B OCCUPANCIES WHICH DO NOT APPEAR TO
 BE SHOWN ON THE PLUMBING PLANS.
  
 B) SEPARATE PLUMBING FIXTURES AND FACILITIES SHALL BE
 PROVIDED FOR EACH SEX UNLESS THE MAXIMUM OCCUPANT LOAD
 IS 25 OR FEWER- SECTION 403.2 (4) FBC P.
  
 2) PLEASE NOTE THAT SEPARATE PERMITS ARE REQUIRED FOR
 THE POTABLE WATER SERVICE BACKFLOW PREVENTER,
 IRRIGATION SYSTEM, AND OIL/WATER SEPARATOR- SECTIONS
 105.1 & 107.2.1 WPB.
  
 3) OIL/WATER SEPARATOR: A SEPARATE PERMIT IS REQUIRED
 HOWEVER A REVIEW OF THE SYSTEM UNDER THE MAIN PERMIT IS
 ALSO REQUIRED. A) PROVIDE AN ENLARGED PIPING DIAGRAM
 SHOWING THE LOCATIONS OF CLEANOUTS AND VENTS AS
 REQUIRED BY THE MANUFACTURER AND SECTION 1003.9. B)
 PROVIDE AN EQUIPMENT SCHEDULE FOR THE INTERCEPTOR ON
 THE PLAN AND SUBMIT MANUFACTURER'S SPECIFICATIONS THAT
 INDICATE THE LISTING AND LABELING OF THE UNIT- SECTION
 1003.4.2 FBC P. C) PROVIDE SIZING CALCULATIONS PER THE
 MANUFACTURER IN ACCORDANCE WITH SECTION 1003.4.2.2- NOT
 LESS THAN 6 CU. FT. FOR THE FIRST 100 SQ. FT. OF AREA
 TO BE DRAINED PLUS 1 CU. FT. FOR EACH ADDITIONAL 100
 SQ. FT. D) PROVIDE A SITE SPECIFIC, DIMENSIONED
 INSTALLATION DIAGRAM SHOWING THE BURIAL DEPTH AND INLET
 AND OUTLET LOCATIONS, CLEAN OUT AND SAMPLING PORT
 LOCATIONS AND SIZES. PLEASE NOTE A SAMPLING PORT
 CONSISTING OF A 4-INCH TWO-WAY CLEANOUT TO BE USED AS A
 SAMPLING PORT MAY BE REQUIRED. PLEASE CONTACT THE CITY
 OF WEST PALM BEACH UTILITIES DEPT. FOR ADDITIONAL
 REQUIRED INSPECTION AND TEST SAMPLING INFORMATION AND
 GUIDELINES: FOG COMPLIANCE SPECIALISTS AT 561-822-2065
 OR 561-822-2274 OR EMAIL [email protected]. E) HEAVY DUTY
 TRAFFIC LIDS ARE REQUIRED FOR TANK ACCESS OPENINGS-
 SECTIONS 305.7 & 1003.10.PLEASE SUBMIT SPECS FOR THE
 LIDS. F) ALL SUBMITTALS SHALL BE APPROVED AND STAMP BY
 THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE- SECTION
 107.2.1, 107.3.4. WPB. SUBMITTALS MAY BE DEFERRED IN
 ACCORDANCE WITH SECTION 107.3.4.1 WPB.
  
 4) RECLAIMED WATER SYSTEM- SECTION 107.2.1 WPB AND
 1301.1 & 1304.3 FBC P: A) PROVIDE A COMPLETE PIPING
 DIAGRAM THAT SHOWS THE PIPE RUNS FROM THE TANKS TO THE
 EQUIPMENT ROOM AND TO THE CONVEYOR. INCLUDE THE
 LOCATIONS OF TANK CLEANOUTS, VENTS AND OTHER
 APPURTENANCES WHERE REQUIRED BY MANUFACTURER'S
 SPECIFICATIONS. B) PROVIDE EQUIPMENT SCHEDULES ON THE
 PLANS FOR THE TANKS, AND SUBMIT MANUFACTURER'S
 SPECIFICATIONS FOR THE TANKS, THE RECLAIM UNIT, AND THE
 PIPING- SECTIONS 1301.9.2, & 1304.3- 1304.1.3. C)
 INDICATE HOW THE TANKS WERE SIZED AND PROVIDE
 CALCULATIONS. D) PROVIDE SITE SPECIFIC, DIMENSIONED
 TANK AND TANK INSTALLATION DIAGRAMS SHOWING ALL
 COMPONENTS IF THE TANKS AND BURIAL DEPTHS, WATER INLET
 AND OUTLET LOCATIONS ETC.- SECTIONS 1309.3- 1309.7. E)
 HEAVY DUTY TRAFFIC LIDS ARE REQUIRED FOR TANK ACCESS
 OPENINGS- SECTIONS 305.7 & 1309.6. PLEASE SUBMIT SPECS
 FOR THE LIDS. F) ALL SUBMITTALS SHALL BE APPROVED AND
 STAMP BY THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE-
 SECTIONS 107.2.1 & 107.3.4. WPB. SUBMITTALS MAY BE
 DEFERRED IN ACCORDANCE WITH SECTION 107.3.4.1 WPB.
  
 5) CAR WASH SYSTEM: SUBMIT MANUFACTURER'S
 SPECIFICATIONS FOR ALL EQUIPMENT LISTED ON SHEET PR7.1
 IN THE EQUIPMENT ROOM AND TUNNEL. PLEASE SUBMIT SHOP
 DRAWINGS FOR THE TUNNEL EQUIPMENT INSTALLATIONS-
 SECTIONS 107.2.1 AND 107.3.4 WPB. SUBMITTALS MAY BE
 DEFERRED IN ACCORDANCE WITH SECTION 107.3.4.1 WPB. A)
 PROVIDE A COMPLETE WATER PIPING DIAGRAM OR RISER
 DRAWING FOR THE EQUIPMENT ROOM AND WASH TUNNEL. SHOW
 LOCATIONS OF POTABLE WATER CONNECTIONS, BACKFLOW
 PREVENTERS, VALVES, AND SHUTOFFS FOR WASH EQUIPMENT-
 SECTION 107.2.1 & 107.3.5.1.3 WPB.
  
 6) VACUUM SYSTEM- SECTION 107.2.1 WPB: A) SUBMIT
 MANUFACTURER'S SPECIFICATIONS AND INSTALL MANUALS FOR
 ALL EQUIPMENT AND PIPING. B) PROVIDE A PIPING LAYOUT
 PLAN THAT SHOWS THE TYPE OF PIPING, PIPE SIZES, AND
 PIPING RUNS FROM THE VACUUM ENCLOSURE TO THE STATIONS.
  
 7) AIR COMPRESSOR- SECTION 107.2.1 WPB: A) SUBMIT
 MANUFACTURER'S SPECIFICATIONS AND INSTALL MANUALS FOR
 ALL EQUIPMENT AND PIPING. B) PROVIDE A PIPING LAYOUT
 PLAN THAT SHOWS THE TYPE OF PIPING, PIPE SIZES, AND
 PIPING RUNS FROM THE COMPRESSOR TO THE EQUIPMENT.
  
 8) A4.0- MISSING DETAILS PER FBC ACC:
  
 A) CLEAR FLOOR SPACE DIAGRAM AND DIMENSION FOR THE
 WATER CLOSET- SECTION 604.3.
  
 B) CLEAR FLOOR SPACE DIAGRAM AND DIMENSION FOR THE
 LAVATORY- SECTION 606.2. ADVISORY: PLEASE NOTE THAT
 DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACES
 REQUIRED FOR ACCESSIBLE BATHROOM FIXTURES- SECTION
 603.2.3 EXCEPTION 2.
  
 C) TURNING SPACE DIAMETER- SECTION 304.3.
  
 D) SHOW THE HEIGHT OF THE MIRROR FROM THE FINISHED
 FLOOR TO THE REFLECTIVE SURFACES SECTION 603.3
  
 E) SHOW THE HEIGHTS OF THE GRAB BARS FOR THE FINISHED
 FLOORS TO THE TOPS OF THE GRIPPING SURFACES- SECTION
 609.4.
  
 F) SHOW THE DIMENSIONS FOR THE TOILET REAR GRAB BAR
 FROM THE CENTER OF THE TOILET PER FBC 604.5.2 REAR
 WALL. THE REAR WALL GRAB BAR SHALL BE 36 INCHES (915
 MM) LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF THE
 WATER CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND
 24 INCHES (610 MM) MINIMUM ON THE OTHER SIDE.
  
 G) KNEE AND TOE CLEARANCES FOR THE LAVATORIES- SECTION
 606.2 & FIGURES 306.2 & 306.3.
  
 H) SHOW THE LOCATIONS OF THE DRINKING FOUNTAINS AND
 INDICATE COMPLIANCE WITH SECTION 307.2 PROTRUSION
 LIMITS.
  
 9) P1.1: PROVIDE A LINE SYMBOL FOR THE RECLAIMED WATER
 PIPING AND SHOW THE PIPE RUNS INTO THE EQUIPMENT ROOM-
 SECTION 107.2.1 WPB.
  
 10) P1.1: PROVIDE THE PIPE SLOPES- TABLE 704.1 FBC P.
  
 11) P1.1 & P4.1: THE PLANS SHOW ONLY ONE OF THE TWO
 DRAIN LINES FROM THE TUNNEL PITS DISCHARGING INTO THE
 OIL/WATER SEPARATOR- SECTION 1003.4.2 FBC P.
  
 12) P1.1 & P4.1: SHOW THE PIPING RUN FROM THE TRENCH
 DRAIN BY THE TUNNEL EXIT. PROVIDE A SYMBOL TO IDENTIFY
 THE TYPE OF PIPING- SANITARY, STORM, OR RECLAIMED-
 SECTION 107.2.1 WPB.
  
 13) P1.1 & P4.1: A MINIMUM OF ONE VENT THROUGH THE ROOF
 SHALL BE PROVIDED FOR THE EQUIPMENT TRENCH DRAIN/PIT
 DRAIN SYSTEM- SECTION 904.1 FBC P. REFER TO SECTION
 915.2.5 THE FIXTURE BRANCH OR FIXTURE DRAIN SHALL
 CONNECT TO THE COMBINATION WASTE AND VENT WITHIN A
 DISTANCE SPECIFIED IN TABLE 909.1- NOT TO EXCEED 12 FT
 FOR A 3-INCH DRAIN.
  
 14) P1.1 & P4.1: REVISIONS TO THE PLAN BASED ON COMMENT
 #1 WILL REQUIRED REVISED DRAINAGE SYSTEM DRAWINGS-
 SECTIONS 107.2.1 & 107.3.5.1.3 WPB.
  
 15) P2.1, P5.1 & P6.1 WATER HEATER: PLEASE SHOW THE
 LOCATIONS OF THE THERMAL EXPANSION TANK, RECIRCULATION
 PUMP, CHECK VALVES, DRAIN PAN, PAN DRAIN LINE RUN AND
 DISCHARGE LOCATION- SECTIONS 502, 607.2 & 607.3 FBC P.
 INDICATE THE EFFICIENCY RATING OF THE UNIT PER TABLE
 C404.1 FBC EC AND SUBMIT MANUFACTURERS SPECIFICATIONS
 AND INSTALLATION MANUAL- SECTION 502.1.
  
 16) P2.1, P5.1, PR7.2: PROVIDE THE TYPE OF BACKFLOW
 PREVENTER TO BE INSTALLED AT THE WATER DISTRIBUTION
 ENTRANCE TO THE EQUIPMENT ROOM- SECTION 608.3 FBC P.
 REVISE SHEETS P2.1 & P5.1 TO SHOW THE EXACT LOCATION OF
 THE POTABLE WATER LINE CONNECTION TO THE WASH EQUIPMENT
 AS SHOWN ON PR7.2. PROVIDE A BACKFLOW PREVENTER
 ASSEMBLY AT THIS LOCATION AND INDICATE THE TYPE-
 SECTION 608.3. THIS SYSTEM SHALL BE COMPLETELY ISOLATED
 FOR THE POTABLE WATER SUPPLY AND THE WATER SUPPLY TO
 THE PLUMBING FIXTURES IN THE EQUIPMENT ROOM. SHEET
 PR7.2 SHOWS INDIVIDUAL BACKUP POTABLE WATER LINES TO
 EQUIPMENT. BACKFLOW PREVENTERS WILL BE REQUIRED ON EACH
 LINE- SECTION 608.3.
  
 17) P2.1, P5.1: HOT WATER IS BEING SUPPLIED TO THE
 PUBLIC LAVATORY. PLEASE REFER TO SECTIONS 419.5 AND
 607.1.2 AND INDICATE HOW TEMPERED WATER WILL BE
 SUPPLIED TO THE FIXTURE.
  
 18) P2.1 & P5.1: REFER TO TABLE C404.5.1 FBC EC- THE
 1/2 -INCH HOT WATER PIPE TO THE LAVATORY SHALL NOT
 EXCEED 2FT. FROM THE HOT WATER SOURCE.
  
 19) P2.1 & P5.1: INDICATE THE TYPE AND THICKNESS OF HOT
 WATER PIPE INSULATION- TABLE C403.2.10 FBC EC.
  
 20) P2.1, P5.1 & PR7.2: HOT WATER IS REQUIRED FOR
 CLEANSING PURPOSES IN ACCORDANCE WITH SECTION 607.1.
 PLEASE CLARIFY HOW HOT WATER IS BEING SUPPLIED TO THE
 CAR WASH SYSTEM.
  
 20) PR7.2: PLEASE PROVIDE PLUMBING KEY LINE SYMBOLS TO
 IDENTIFY THE PIPING IN THE ROOM- SECTION 107.2.1 WPB.
  
 21) P3.1 ROOF DRAINAGE- SECTION 1101 FBC P:
  
 A) PROVIDE THE RAINFALL RATE USED FOR THE CALCULATIONS-
 1106.1.
  
 B) PROVIDE A BREAKDOWN OF THE CALCULATIONS THAT
 INCLUDES THE PARAPET AREAS- 1106.4.
  
 C) PROVIDE AN ISOMETRIC DRAWING- 1101.2- 1101.8.
  
 D) VERIFY COMPLIANCE WITH 1107.1 ROOF DESIGN- ROOFS
 SHALL BE DESIGNED FOR THE MAXIMUM POSSIBLE DEPTH OF
 WATER THAT WILL POND THEREON AS DETERMINED BY THE
 RELATIVE LEVELS OF ROOF DECK AND OVERFLOW WEIRS,
 SCUPPERS, EDGES OR SERVICEABLE DRAINS IN COMBINATION
 WITH THE DEFLECTED STRUCTURAL ELEMENTS. IN DETERMINING
 THE MAXIMUM POSSIBLE DEPTH OF WATER, ALL PRIMARY ROOF
 DRAINAGE MEANS SHALL BE ASSUMED TO BE BLOCKED. THE
 MAXIMUM POSSIBLE DEPTH OF WATER ON THE ROOF SHALL
 INCLUDE THE HEIGHT OF THE WATER REQUIRED ABOVE THE
 INLET OF THE SECONDARY ROOF DRAINAGE MEANS TO ACHIEVE
 THE REQUIRED FLOW RATE OF THE SECONDARY DRAINAGE MEANS
 TO ACCOMMODATE THE DESIGN RAINFALL RATE AS REQUIRED BY
 SECTION 1106.
  
 E) IT APPEARS THE EMERGENCY OVERFLOW SCUPPERS HAVE NOT
 PLACED IN LOCATIONS THAT WILL ACCOMMODATE ALL AREAS OF
 THE ROOF- SECTION 1106.5 FBC P, AND 1503.4.1 & 1503.4.2
 FBC B.
  
 22) NUMEROUS REFERENCES TO CIVIL DRAWINGS HAVE BEEN
 MADE ON THE PLUMBING PLANS FOR PIPE CONTINUATIONS.
 PLEASE PROVIDE THE APPLICABLE WATER, SEWER, AND STORM
 DRAINAGE CIVIL PLANS FOR REVIEW- SECTION 107.2.1 WPB.
  
 23) NON-POTABLE WATER SIGNAGHE IS REQUIRED IN THE
 EQUIPMENT ROOM, HOSE BIB LOCATIONS, AND AT ALL
 COMPONENTS OF THE RECLAIMED WATER SYSTEM- SECTIONS
 1301.3 & 13091.9.9 FBC P. PLEASE SHOW SIGN LOCATIONS
 AND PROVIDE SIGNAGE DETAILS.
  
 24) PLEASE NOTE THAT THE BUILDING PLANS EXAMINER HAS
 DETERMINED THAT THE PROPOSED BUILDING IS A FLOOD ZONE
 AE12. PLEASE REFER TO SECTION 309.2 FBC P- FOR
 STRUCTURES LOCATED IN FLOOD HAZARD AREAS, THE FOLLOWING
 SYSTEMS AND EQUIPMENT SHALL BE LOCATED AND INSTALLED AS
 REQUIRED BY SECTION 1612 OF THE FLORIDA BUILDING CODE,
 BUILDING. PLEASE REFER TO SECTION 1301.9.3.1 FOR
 RECLAIMED WATER TANK BALLASTING REQUIREMENT.
 1. WATER SERVICE PIPES.
 2. PUMP SEALS IN INDIVIDUAL WATER SUPPLY SYSTEMS WHERE
 THE PUMP IS LOCATED BELOW THE DESIGN FLOOD ELEVATION.
 3. COVERS ON POTABLE WATER WELLS SHALL BE SEALED,
 EXCEPT WHERE THE TOP OF THE CASING WELL OR PIPE SLEEVE
 IS ELEVATED TO NOT LESS THAN 1 FOOT (305 MM) ABOVE THE
 DESIGN FLOOD ELEVATION.
 4. SANITARY DRAINAGE PIPING.
 5. STORM DRAINAGE PIPING.
 6. MANHOLE COVERS SHALL BE SEALED, EXCEPT WHERE
 ELEVATED TO OR ABOVE THE DESIGN FLOOD ELEVATION.
 7. OTHER PLUMBING FIXTURES, FAUCETS, FIXTURE FITTINGS,
 PIPING SYSTEMS AND EQUIPMENT.
 8. WATER HEATERS.
 9. VENTS AND VENT SYSTEMS.
  
 EXCEPTION: THE SYSTEMS LISTED IN THIS SECTION ARE
 PERMITTED TO BE LOCATED BELOW THE ELEVATION REQUIRED BY
 SECTION 1612 OF THE FLORIDA BUILDING CODE, BUILDING FOR
 UTILITIES AND ATTENDANT EQUIPMENT, PROVIDED THAT THE
 SYSTEMS ARE DESIGNED AND INSTALLED TO PREVENT WATER
 FROM ENTERING OR ACCUMULATING WITHIN THEIR COMPONENTS
 AND THE SYSTEMS ARE CONSTRUCTED TO RESIST HYDROSTATIC
 AND HYDRODYNAMIC LOADS AND STRESSES, INCLUDING THE
 EFFECTS OF BUOYANCY, DURING THE OCCURRENCE OF FLOODING
 UP TO SUCH ELEVATION.
 PLEASE SEE SECTION
  
 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 P-GREASE GREASE INTERCEPTOR/TRAP REVIEW
Rev No 1 Status N Date 2021-11-10 Cont ID  
Sent By ccole Date 2021-11-10 Time 13:17 Rev Time 0.00
Received By ccole Date 2021-11-10 Time 13:17 Sent To  
Notes
2021-11-10 13:18:09THE OIL/SAND INTERCEPTOR SHALL BE UNDER SEPARATE
 PERMIT.
Review Stop P-IRRIGATE IRRIGATION REVIEW
Rev No 1 Status N Date 2021-11-10 Cont ID  
Sent By ccole Date 2021-11-10 Time 13:16 Rev Time 0.00
Received By ccole Date 2021-11-10 Time 13:16 Sent To  
Notes
2021-11-10 13:17:03IRRIGATION SHALL BE UNDER SEPARATE PERMIT.
Review Stop PW PUBLIC WORKS
Rev No 1 Status P Date   Cont ID  
Sent By   Date 2021-11-02 Time   Rev Time 0.00
Received By   Date 2021-11-02 Time   Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status P Date 2021-11-15 Cont ID  
Sent By rmcphers Date 2021-11-15 Time 08:42 Rev Time 0.00
Received By rmcphers Date 2021-11-15 Time 08:42 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status F Date 2021-10-18 Cont ID  
Sent By rmcphers Date 2021-10-18 Time 10:15 Rev Time 0.00
Received By rmcphers Date 2021-10-18 Time 10:15 Sent To  
Notes
2021-10-18 10:17:22ROOFING
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected].
 CODE USED FOR REVIEW - 2020 FBC WITH 2017 WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) PRODUCT APPROVAL FOR THE FLAT DECK ROOFING (FL16730
 ) = NEED TO CHOOSE A ROOFING SYSTEM IN THE PRODUCT
 APPROVAL THAT SHOWS THE REQUIRED WIND DESIGN PRESSURE -
 PLEASE CIRCLE THE ROOFING SYSTEM TO BE USED IN THE
 PRODUCT APPROVAL - IF NEEDED PLEASE PROVIDE ADDITIONAL
 ATTACHMENT DETAILS FROM AN ARCHITECT OR ENGINEER FOR
 THE ROOF ZONES 2 AND 3 WHICH MAY REQUIRE A HIGHER WIND
 PRESSURE THEN THE CHOSEN ROOFING SYSTEM - SEE NOTES ON
 THE PRODUCT APPROVAL.
  
  
  
  
  
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2021-09-16 Cont ID  
Sent By rmcphers Date 2021-09-16 Time 12:59 Rev Time 0.00
Received By rmcphers Date 2021-09-16 Time 12:59 Sent To  
Notes
2021-09-16 12:59:19SEE BUILDING PLAN REVIEW
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2021-08-02 Cont ID  
Sent By rmcphers Date 2021-08-02 Time 14:49 Rev Time 0.00
Received By rmcphers Date 2021-08-02 Time 14:49 Sent To  
Notes
2021-08-02 14:49:59SEE BUILDING PLAN REVIEW
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2021-11-15 Cont ID  
Sent By rmcphers Date 2021-11-15 Time 08:45 Rev Time 0.00
Received By rmcphers Date 2021-11-15 Time 08:45 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2021-10-18 Cont ID  
Sent By rmcphers Date 2021-10-18 Time 10:21 Rev Time 0.00
Received By rmcphers Date 2021-10-18 Time 10:21 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2021-09-16 Cont ID  
Sent By rmcphers Date 2021-09-16 Time 13:05 Rev Time 0.00
Received By rmcphers Date 2021-09-16 Time 13:05 Sent To  
Notes
2021-09-16 13:23:04SIGNATURE REVIEW
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected].
 CODE USED FOR REVIEW - 2020 FBC WITH 2017 WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
 1) SURVEY PROVIDED NEEDS TO BE SIGNED AND SEALED BY THE
 SURVEYOR.
 2) STOREFRONT SHOP DRAWINGS, GEOTECHNICAL (SOIL) REPORT
 AND THE SURVEY 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.
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2021-08-02 Cont ID  
Sent By medwards Date 2021-08-02 Time 08:11 Rev Time 0.00
Received By medwards Date 2021-08-02 Time 08:11 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2021-10-22 Cont ID  
Sent By llouie Date 2021-10-22 Time   Rev Time 0.00
Received By llouie Date 2021-10-22 Time   Sent To  
Notes
2021-10-22 13:02:50RESOLUTION NO. 57-21 (FLAMINGO CAR WASH @ PALMS
 GATEWAY)
  
 * ANY TYPE OF SIGNAGE/ADVERTISEMENT FOR THE BUSINESS IS
 PROHIBITED ON THE FLAG POLE (ZLDR 94-402). THIS WAS
 NOTED IN THE PERMIT SET.
  
 * SEPARATE PERMIT AND APPROVAL REQUIRED FOR
 LANDSCAPING.
Review Stop Z ZONING
Rev No 2 Status P Date 2021-09-16 Cont ID  
Sent By llouie Date 2021-09-16 Time   Rev Time 0.00
Received By llouie Date 2021-09-16 Time   Sent To  
Notes
2021-09-16 13:17:59RESOLUTION NO. 57-21 (FLAMINGO CAR WASH @ PALMS
 GATEWAY)
  
 * ANY TYPE OF SIGNAGE/ADVERTISEMENT FOR THE BUSINESS IS
 PROHIBITED ON THE FLAG POLE (ZLDR 94-402). THIS WAS
 NOTED IN THE PERMIT SET.
  
 * SEPARATE PERMIT AND APPROVAL REQUIRED FOR
 LANDSCAPING.
Review Stop Z ZONING
Rev No 1 Status P Date 2021-08-06 Cont ID  
Sent By llouie Date 2021-08-06 Time   Rev Time  
Received By llouie Date 2021-08-06 Time   Sent To  
Notes
2021-08-06 08:20:23* RESOLUTION NO. 57-21 (FLAMINGO CAR WASH @ PALMS
 GATEWAY CPD)
  
 * ANY TYPE OF SIGNAGE/ADVERTISEMENT FOR THE BUSINESS IS
 PROHIBITED ON THE FLAGPOLE [ZLDR S.94-402]. THIS WAS
 NOTED IN THE BUILDING PERMIT PLANS.
  
 * SEPARATE PERMIT AND APPROVAL REQUIRED FOR
 LANDSCAPING.


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