Plan Review Details - Permit 21090526
Plan Review Stops For Permit 21090526
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2021-11-01 Cont ID  
Sent By cpuell Date 2021-11-01 Time 12:32 Rev Time 0.00
Received By cpuell Date 2021-11-01 Time 12:32 Sent To  
Notes
2021-11-01 12:33:06ADDRESS ESTABLISHED FOR NEW BUILDING AS 3200 45TH ST
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2021-09-15 Cont ID  
Sent By cpuell Date 2021-09-15 Time 11:46 Rev Time 0.00
Received By cpuell Date 2021-09-15 Time 11:46 Sent To  
Notes
2021-09-15 11:47:56A NEW ADDRESS NEEDS TO BE GIVEN TO PROJECT BASED ON THE
 LOCATION OF THE ENTRANCES AND THE ROAD CENTER LINES.
 PLEASE CONTACT [email protected] OR CALL 561-805-6659
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status P Date 2022-04-29 Cont ID  
Sent By scwelter Date 2021-09-27 Time 14:44 Rev Time 0.00
Received By scwelter Date 2022-04-29 Time 08:39 Sent To  
Notes
2021-09-27 14:45:25REQUIREMENT COMPLETED. 4.29.2022
  
 CONTACT [email protected] ASAP - RETURNED CHECK FOR ART
 ASSESSMENT 04.05.2022
  
 PUBLIC ART REQUIREMENT COMPLETED 3.30.2022
  
 RCVD. ART ASSESSMENT APPLICATION OPTION 2 3.22.2022 -
  
 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.
  
 PLEASE CONTACT SYBILLE WELTER AT [email protected] OR
 561.822.1521.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2022-11-07 Cont ID  
Sent By rmcphers Date 2022-11-07 Time 10:38 Rev Time 0.00
Received By rmcphers Date 2022-11-07 Time 10:38 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2022-05-02 Cont ID  
Sent By rmcphers Date 2022-05-02 Time 10:16 Rev Time 0.00
Received By rmcphers Date 2022-05-02 Time 10:16 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2022-02-23 Cont ID  
Sent By rmcphers Date 2022-02-23 Time 13:32 Rev Time 0.00
Received By rmcphers Date 2022-02-23 Time 13:26 Sent To  
Notes
2022-02-23 13:31:41NEW COMMERCIAL BUILDING
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected].
 CODE USED FOR REVIEW - 2017 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) DRAWING G-102 HAS BEEN VERSIONED OVER BY DRAWING
 G-103 - DRAWING G-102 WILL NEED TO BE UPLOADED TO
 PROJECTDOX THE DRAWING CONTAINS THE BUILDING DESIGN
 DATA.
  
 2) A SEPARATE PERMIT IS REQUIRED FOR THE MONUMENT SIGN,
 SIGNS - PLEASE ACKNOWLEDGE THIS
  
 3) METAL BUILDING DRAWINGS TO BE DEFERRED.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2021-10-21 Cont ID  
Sent By rmcphers Date 2021-10-21 Time 14:03 Rev Time 0.00
Received By rmcphers Date 2021-10-20 Time 10:24 Sent To  
Notes
2021-10-21 13:59:11NEW COMMERCIAL BUILDING
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected].
 CODE USED FOR REVIEW - 2017 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
 1) PLEASE PROVIDE AN ORIGINAL COPY OF THE SOIL REPORT
 AS SHOWN ON THE DRAWINGS. FBC WPB 107.3.5.1
  
 2) PLEASE SHOW THE MOP SINK 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,
  
 3) ACCESSIBLE RESTROOM - PLEASE SHOW THE LOCATION
 DIMENSIONS FOR THE REAR GRAB FROM THE CENTER OF THE
 TOILET PER FBC A 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.
  
 4) ACCESSIBLE RESTROOM - PLEASE SHOW THE MIRROR HEIGHT
 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.
  
 5) DRAWING A 301 SHOWS A DOOR PRODUCT APPROVAL
 (FL11537.1) THE 8.7 LOCATION NUMBER IS INCORRECT -
 SHOULD BE 8.5 - PLEASE PROVIDE A COMPLETE COPY OF THE
 PRODUCT APPROVAL (FL11537.1)
  
 6) THERE IS A PRODUCT APPROVAL PROVIDED (FL23223) - NO
 LOCATION SHOWN FOR THIS DOOR - PLEASE PROVIDE A
 LOCATION FOR THIS DOOR.
  
 7) A SEPARATE PERMIT IS REQUIRED FOR THE PARKING LOT -
 PLEASE ACKNOWLEDGE THIS.
  
 8) SOME OF THE METAL BUILDING DETAILS HAVE BEEN
 PROVIDED - THIS DOES NOT APPEAR TO BE A COMPLETE METAL
 BUILDING PACKAGE - THERE ARE NO FRAMING DETAILS - THE
 DRAWINGS ARE NOT SIGNED AND SEALED - THE METAL BUILDING
 DRAWINGS NEED TO BE REVIEWED AND MARKED APPROVED BY THE
 BUILDING DESIGNER OF RECORD. FBC WPB 107.3.4
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2022-10-24 Cont ID  
Sent By fgiaquin Date 2022-10-24 Time 21:36 Rev Time 0.00
Received By fgiaquin Date 2022-10-24 Time 21:30 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2021-10-26 Cont ID  
Sent By fgiaquin Date 2021-10-26 Time 22:07 Rev Time 0.00
Received By fgiaquin Date 2021-10-26 Time 20:59 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 5 Status P Date 2023-06-22 Cont ID  
Sent By lquinone Date 2023-06-22 Time 12:31 Rev Time 0.00
Received By lquinone Date 2023-06-22 Time 12:31 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 4 Status F Date 2022-10-24 Cont ID  
Sent By rrossano Date 2022-10-24 Time   Rev Time 0.00
Received By rrossano Date 2022-10-24 Time   Sent To  
Notes
2022-10-24 09:50:25A FORMAL ENGINEERING SUBMITTAL IS REQUIRED.
Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2022-04-13 Cont ID  
Sent By rrossano Date 2022-04-13 Time   Rev Time 0.00
Received By rrossano Date 2022-04-13 Time   Sent To  
Notes
2022-04-13 12:55:39ONCE SITE PLAN APPROVAL HAS BEEN ISSUED, A FORMAL
 ENGINEERING SUBMITTAL WILL BE REQUIRED BEFORE APPROVING
 BUILDING PERMIT.
  
 THANKS,
  
 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
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2022-02-23 Cont ID  
Sent By rrossano Date 2022-02-23 Time   Rev Time 0.00
Received By rrossano Date 2022-02-23 Time   Sent To  
Notes
2022-02-23 11:19:57ONCE SITE PLAN APPROVAL HAS BEEN ISSUED, A FORMAL
 ENGINEERING SUBMITTAL WILL BE REQUIRED BEFORE APPROVING
 BUILDING PERMIT.
  
 THANKS,
  
 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
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2021-09-17 Cont ID  
Sent By rrossano Date 2021-09-17 Time   Rev Time  
Received By rrossano Date 2021-09-17 Time   Sent To  
Notes
2021-09-17 09:04:22CURRENTLY UNDER FORMAL ENGINEERING SUBMITTAL REVIEW.
  
 COMMENT UPDATED 2/23/22: THIS PROJECT NEEDS A FORMAL
 ENGINEERING SUBMITTAL, IT WAS NOT UNDER ENGINEERING
 SUBMITTAL REVIEW AS INCORRECTLY STATED DURING PREVIOUS
 SUBMITTAL.
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2022-10-20 Cont ID  
Sent By pleduc Date 2022-10-20 Time   Rev Time 0.00
Received By pleduc Date 2022-10-20 Time 11:58 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2022-04-12 Cont ID  
Sent By pleduc Date 2022-04-12 Time   Rev Time 0.00
Received By pleduc Date 2022-04-12 Time 13:19 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2022-02-04 Cont ID  
Sent By pleduc Date 2022-02-04 Time   Rev Time 0.00
Received By pleduc Date 2022-02-04 Time 13:04 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2021-09-17 Cont ID  
Sent By pleduc Date 2021-09-17 Time   Rev Time 0.00
Received By pleduc Date 2021-09-17 Time 13:56 Sent To  
Notes
2021-09-17 14:32:31THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) THERE ARE INDICATIONS OF RACKS, HOWEVER, NO DETAILS
 ARE PROVIDED FOR THE CONSTRUCTION TYPE, HEIGHT,
 SHELVING TYPE, ETC.
  
 PLEASE PROVIDE RACK DETAILS
  
  
 1A) THERE ARE NO INDICATIONS OF THE RACK STORAGE
 COMMODITIES, PRODUCTS, PACKAGING, WRAPPINGS, PALLET
 TYPES, ETC.
  
 PLEASE PROVIDE DETAILS.
  
  
 1B) THERE IS A DESIGN FOR A PROPOSED FIRE SPRINKLER
 SYSTEM; HOWEVER, THE ABOVE DETAILS ARE NOT INDICATED
 ENSURING THE FIRE SPRINKLER WAS DESIGNED TO PROTECT
 THIS OCCUPANCY WITH THOSE DETAILS.
  
 PLEASE REVIEW AND PROVIDE DETAILS THAT THE SYSTEM IS
 DESINGED PER THE RACK AND COMMODITIES.
  
  
  
 2) THERE IS NO INDICATION OF A FDC THAT CAN BE CLEARLY
 IDENTIFIED.
  
 PLEASE REVIEW AND PROVIDE THE LOCATION OF THE FDC ON
 THE CIVIL/SPRINKLER PLANS.
  
  
  
 3) THERE IS AN INDICATION OF A 4" FIRE LINE.
  
 ALL UNDERGROUND FIRE LAINE SHALL BE INSTALLED UNDER
 SEPARATE PERMIT AND SHOP DRAWINGS IN COMPLIANCE WITH
 NFPA 24.
  
 PLEASE REVIEW AND PROVIDE A NOTE OF ACKNOWLEDGEMENT ON
 THE CIVIL/SPRINKLER PLANS.
  
  
  
 4) THERE DOES NO APPEAR TO SUFFICIENT EMERGENCY
 LIGHTING OF THE EXIT PATHS IN THE WAREHOUSE
  
 PER NFPA 101 CH 42 PLEASE PROVIDE FOR EMERGENCY
 LIGHTING IN THE WAREHOUSE.
  
  
  
 5) THERE REAR EXIT SIGN DOES NOT INDICATE EMERGENCY
 LIGHTING. ALL OTHER EXIT SIGNS HAVE EMERGENCY LIGHTING
 INSTALLED WITH THEM.
  
 PLEASE REVIEW AND CORRECT OR IF APPLICABLE IF # 4 IS
 ADDRESSED/CORRECTED.
  
  
  
 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 5 Status N Date   Cont ID  
Sent By   Date 2023-06-23 Time   Rev Time 0.00
Received By amcgrego Date 2023-06-14 Time 09:50 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2022-11-07 Cont ID  
Sent By rmcphers Date 2022-11-07 Time 10:47 Rev Time 0.00
Received By rmcphers Date 2022-10-19 Time 17:02 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2022-05-02 Cont ID  
Sent By rmcphers Date 2022-05-02 Time 10:22 Rev Time 0.00
Received By rmcphers Date 2022-04-11 Time 14:15 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-02-27 Cont ID  
Sent By lmarchan Date 2022-02-27 Time 08:11 Rev Time 0.00
Received By lmarchan Date 2022-02-03 Time 17:00 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2021-10-26 Cont ID  
Sent By fgiaquin Date 2021-10-26 Time 22:07 Rev Time 0.00
Received By fgiaquin Date 2021-09-14 Time 07:14 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2023-07-10 Cont ID  
Sent By lmarchan Date 2023-07-10 Time 15:27 Rev Time 0.00
Received By lmarchan Date 2023-06-23 Time 09:11 Sent To  
Notes
2023-07-07 10:59:41RECEIPT MU-2023-028642 - $101,813.93 PAID
2023-06-23 09:11:266/23/23 EMAILED IMPACT OFFICE TO REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2021-10-21 Cont ID  
Sent By rmcphers Date 2021-10-21 Time 14:03 Rev Time 0.00
Received By rmcphers Date 2021-10-21 Time 14:03 Sent To  
Notes
2021-10-21 14:07:00PLANS 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 2022-02-23 Cont ID  
Sent By medwards Date 2022-02-23 Time 13:16 Rev Time 0.00
Received By medwards Date 2022-02-23 Time 13:15 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2021-10-07 Cont ID  
Sent By medwards Date 2021-10-07 Time 06:11 Rev Time 0.00
Received By medwards Date 2021-10-07 Time 06:11 Sent To  
Notes
2021-10-07 06:11:341ST REVIEW FBC-2020 MECHANICAL
 PERMIT-21090526
  
 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) SHEET M2.00: THE REQUIRED OUTDOOR AIR FOR THE NET
 2066 SQ FT OF THE SALES AREA IS 480 CFM?S. FBC
 403.3.1.1 AND TABLE 403.3.1.1
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2022-04-26 Cont ID  
Sent By jesmith Date 2022-04-26 Time 16:34 Rev Time 0.00
Received By jesmith Date 2022-04-14 Time 16:06 Sent To  
Notes
2022-04-26 16:34:2121090526 3200 45TH ST
  
 PLUMBING COMMENTS: APPROVED
  
 ALL WORK PER STATE AND CITY CODES SUBJECT TO FIELD
 INSPECTOR'S APPROVAL
  
 BY REVIEWING THE PLANS / SPECIFICATIONS FOR CODE
 COMPLIANCE DOES NOT RELIEVE THE OWNER, DESIGN
 PROFESSIONAL, CONTRACTORS OR THEIR REPRESENTATIVES FROM
 THE RESPONSIBILITY TO COMPLY WITH ALL LOCAL, STATE AND
 NATIONAL CODES AND STANDARDS IN EFFECT AT THE TIME OF
 PERMIT ISSUANCE. OUR REVIEW IS NOT A CHECK OF EVERY
 ITEM AND DOES NOT PREVENT THIS DEPARTMENT FROM
 REQUIRING CORRECTIONS DURING CONSTRUCTION. ANY CHANGES
 / ALTERATIONS TO APPROVED PLANS SHALL BE APPROVED TO
 AVOID VOIDING OF THE PERMIT.
  
 A SEPARATE PERMIT IS REQUIRED FOR THE BACKFLOW
 PREVENTER AND MUST BE TESTED AND CERTIFIED BY THE CITY
 OF WEST PALM BEACH UTILITIES DEPT PER THE CITY OF WEST
 PALM BEACH CROSS CONNECTION CONTROL MANUAL
  
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2022-02-08 Cont ID  
Sent By jesmith Date 2022-02-08 Time 16:00 Rev Time 0.00
Received By jesmith Date 2022-02-08 Time 15:57 Sent To  
Notes
2022-02-08 15:59:02CODES 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
  
 21090526 3200 45TH ST
  
 2ND REVIEW
 PLUMBING COMMENTS: DENIED
  
 A SEPARATE PERMIT IS REQUIRED FOR THE BACKFLOW
 PREVENTER AND MUST BE TESTED AND CERTIFIED BY THE CITY
 OF WEST PALM BEACH UTILITIES DEPT PER THE CITY OF WEST
 PALM BEACH CROSS CONNECTION CONTROL MANUAL
  
 A REVIEW OF MINIMUM PLUMBING FIXTURE REQUIREMENTS AS
 REQUIRED BY FBC ACC IS PART OF THE PLUMBING REVIEW
 PROCESS BUT IS TYPICALLY ADDRESSED ON THE ARCHITECTURAL
 PLANS. ANY COMMENTS CONCERNING THESE REQUIREMENTS MUST
 BE SATISFACTORILY ADDRESSED PRIOR TO A PLUMBING REVIEW
 APPROVAL.
  
 1.PER WPB FBC 107.2.1, TO SHOW COMPLIANCE WITH FBC ACC
 CHAPTERS 2, 3 AND 6, CLEARLY INDICATE ON ID101 PLAN AND
 ELEVATION DETAILS FOR NEW TOILET ROOM, THE FOLLOWING:
 ...J )SHOW TURNING SPACE COMPLYING WITH FBC ACC 304.3.1
 OR 304.3.2. PARTIALLY COMPLIED
 SECOND REQUEST: ID.101/DETAIL 16; THE REQUESTED 60 INCH
 TURNING SPACE IS NOTED; PER WPB FBC 107.2.1, PLEASE
 SHOW THE TURNING SPACE ON THE PLAN.
 ...K) SHOW CLEAR FLOOR SPACES FOR DRINKING FOUNTAIN AND
 LAVATORY. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30
 INCHES (760 MM) MINIMUM BY 48 INCHES (1220 MM) MINIMUM
 AND COMPLY WITH FBC ACC SECTION 305. PARTIALLY COMPLIED
 SECOND REQUEST: ID.101/DETAIL 16; THE REQUESTED 30 INCH
 BY 48 INCH CLEAR FLOOR SPACE FOR THE DRINKING FOUNTAIN
 IS NOTED; PER WPB FBC 107.2.1, PLEASE SHOW THE CLEAR
 FLOOR SPACE ON THE PLAN.
  
 4. PER WPB FBC 107.2.1, PROVIDE PIPE HANGER
 DETAIL.COMPLIED
 NEW COMMENT: REGARDING PIPE HANGER DETAIL; INCLUDE PVC
 AS WELL AS NOTED CPVC.
  
 11. PER WPB FBC 107.2.1 AND 107.3.5.1.3(13), PROVIDE A
 WATER RISER DIAGRAM. COMPLIED
 NEW COMMENT: PER FBC PL 606.2, PROVIDE SHUTOFF VALVES
 ON THE WATER SUPPLY FOR EACH HOSE BIB. SHOW ON PLAN
 VIEW AND RISER DIAGRAM.
  
 14. PER WPB FBC 107.2.1, PROVIDE MINIMUM SLOPE
 REQUIREMENTS FOR HORIZONTAL SANITARY PIPING. SHOW
 COMPLIANCE WITH FBC PL 704.1. PARTIALLY COMPLIED
 NEW COMMENT: PER FBC PL 704.1, MINIMUM SLOPE FOR
 HORIZONTAL SANITAEY PIPING 3 INCH AND LARGER IS 1/8
 INCH PER FOOT. SMALLER THAN 3 INCH IS 1/4 INCH PER
 FOOT. PER WPB FBC 107.2.1, PROVIDE THIS CLARIFICATION.
  
 17. PER WPB 107.2 AND FBC PL M314.2, PROVIDE A
 CONDENSATE DRAINAGE SYSTEM(S), PLAN VIEW FOR THE AIR
 HANDLERS. COMPLY WITH FBC PL SECTION 314. INCLUDE
 MATERIAL SPECIFICATION FOR PIPE AND INSULATION, DETAIL
 FOR TERMINATION TO EXTERIOR DRYWELL OR STORM. PLEASE
 NOTE THAT PER WPB CODE OF ORDINANCE CHAPTER 90, ARTICLE
 3, SECTION 90-12B5, A/C CONDENSATE (I INTERPRET THIS AS
 ANY CONDENSATION FROM EVAPORATOR COILS) SHALL NOT
 DISCHARGE TO THE CITY UTILITIES SANITARY SEWAGE
 INFRASTRUCTURE WITHOUT PERMISSION FROM THE UTILITIES
 DEPARTMENT. PARTIALLY COMPLIED
 NEW COMMENT: REGARDING TERMINATION OF CONDENSATE DRAIN,
 FBC PL (M)314.2.1 PROHIBITS CONDENSATE FROM DISCHARGING
 INTO A STREET, ALLEY OR OTHER AREAS SO AS TO CREATE A
 NUISANCE. AS PREVIOUSLY REQUESTED IN REVIEW 1, COMMENT
 17, PLEASE PROVIDE DRYWELL AND DETAIL FOR TERMINATION
 OF THE CONDENSATE DRAIN.
  
 18.NEW COMMENT: A101 AND ID101 FLOOR PLANS HAVE BEEN
 REVISED; PLUMBING FIXTURES HAVE BEEN RELOCATED. P1.10,
 P1.11 AND P200 RISER DIAGRAMS DO NOT REFLECT THE
 CHANGES. PER WPB FBC 107.2.1, CLARIFY AND RECONCILE THE
 DRAWINGS. NOTE THAT THE BATHROOM FLOOR DRAIN MAY BE
 CONNECTED TO THE VENTED WATER CLOSET FIXTURE DRAIN AND
 WET VENTED BY THE VENTED WATER CLOSET AS ALLOWED BY FBC
 PL 912.1. GENERAL PLUMBING NOTES ADDED ON P1.11 IN
 RESPONSE TO REVIEW 1 COMMENTS 8 AND 9 MAY NEED TO BE
 MODIFIED.
  
 19.NEW COMMENT: PER FBC PL 1002.4.1, SPECIFY AND
 PROVIDE DETAIL FOR TRAP SEAL PROTECTION FOR THE
 JANITOR'S ROOM FLOOR SINK SHOWING COMPLIANCE WITH ONE
 OF THE METHODS IN FBC PL 1002.4.1.1 THROUGH 1002.4.1.4.
  
  
 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
  
 21090526 3200 45TH ST
Review Stop P PLUMBING
Rev No 1 Status F Date 2021-10-14 Cont ID  
Sent By pvalenti Date 2021-10-14 Time 16:16 Rev Time 0.00
Received By jesmith Date 2022-02-01 Time 14:26 Sent To  
Notes
2021-10-14 16:16:54CODES 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
  
 21090526 3200 45TH ST
  
 1ST REVIEW
 PLUMBING COMMENTS: DENIED
  
 A SEPARATE PERMIT IS REQUIRED FOR THE BACKFLOW
 PREVENTER AND MUST BE TESTED AND CERTIFIED BY THE CITY
 OF WEST PALM BEACH UTILITIES DEPT PER THE CITY OF WEST
 PALM BEACH CROSS CONNECTION CONTROL MANUAL
  
 A REVIEW OF MINIMUM PLUMBING FIXTURE REQUIREMENTS AS
 REQUIRED BY FBC ACC IS PART OF THE PLUMBING REVIEW
 PROCESS BUT IS TYPICALLY ADDRESSED ON THE ARCHITECTURAL
 PLANS. ANY COMMENTS CONCERNING THESE REQUIREMENTS MUST
 BE SATISFACTORILY ADDRESSED PRIOR TO A PLUMBING REVIEW
 APPROVAL.
  
 1.PER WPB FBC 107.2.1, TO SHOW COMPLIANCE WITH FBC ACC
 CHAPTERS 2, 3 AND 6, CLEARLY INDICATE ON ID101 PLAN AND
 ELEVATION DETAILS FOR NEW TOILET ROOM, THE FOLLOWING:
 A.THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR
 PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE
 OF THE WATER CLOSET SHALL BE 16 INCHES MINIMUM TO 18
 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION PER FBC
 ACC 604.2.
 B.CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES
 MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND
 56 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE REAR
 WALL PER FBC ACC 604.3.1
 C.THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES
 MINIMUM ON THE OTHER SIDE PER FBC ACC 604.5.2
 D.FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC.
 HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH 309.
 FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE
 WATER CLOSET PER FBC ACC 604.6
 E.TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT
 OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE
 DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15
 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS PER FBC
 ACC 604.8.
 F.THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH
 FLOOR SHALL BE 17 INCHES (430 MM) MINIMUM AND 19 INCHES
 (485 MM) MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS
 SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION PER
 FBC ACC 604.4.
 G.PER FBC ACC 609.4, GRAB BARS SHALL BE INSTALLED IN A
 HORIZONTAL POSITION, 33 INCHES MINIMUM AND 36 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP (NOT
 THE CENTER) OF THE GRIPPING SURFACE,
 H.SHOW TOE AND KNEE CLEARANCE FOR THE LAVATORY AS
 REQUIRED BY FBC ACC 306.2 AND 306.3
 I.MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL
 BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING
 SURFACE 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND.
 J.SHOW TURNING SPACE COMPLYING WITH FBC ACC 304.3.1 OR
 304.3.2.
 K.SHOW CLEAR FLOOR SPACES FOR DRINKING FOUNTAIN AND
 LAVATORY. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30
 INCHES (760 MM) MINIMUM BY 48 INCHES (1220 MM) MINIMUM
 AND COMPLY WITH FBC ACC SECTION 305.
  
 2.PER WPB FBC 107.2.1, TO SHOW COMPLIANCE WITH FBC ACC
 CHAPTERS 2, 3 AND 6, CLEARLY INDICATE ON ID101 PLAN AND
 ELEVATION DETAILS FOR DRINKING FOUNTAIN, THE FOLLOWING:
 A. DRINKING FOUNTAINS SHALL COMPLY WITH 307 AND 602 PER
 FBC ACC 602.1.
 B. PROTRUDING OBJECTS 307.2 PROTRUSION LIMITS 307.2.
 OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT
 MORE THAN 80 INCHES ABOVE THE FLOOR SHALL NOT PROTRUDE
 MORE THAN 4 INCHES HORIZONTALLY INTO THE CIRCULATION
 PATH. DRINKING FOUNTAIN IS OUT OF COMPLIANCE.
 C. UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE
 COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH
 AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED PER FBC ACC 602.2.
 D. SPOUT OUTLETS SHALL BE 36 INCHES (915 MM) MAXIMUM
 ABOVE THE FINISH FLOOR OR GROUND PER FBC ACC 602.4.
 E. SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING
 PERSONS SHALL BE 38 INCHES (965 MM) MINIMUM AND 43
 INCHES (1090 MM) MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND PER FBC ACC 602.7
 F.THE SPOUT SHALL BE LOCATED 15 INCHES (380 MM) MINIMUM
 FROM THE VERTICAL SUPPORT AND 5 INCHES (125 MM) MAXIMUM
 FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS PER
 FBC ACC 602.5.
  
 3.PER FBC PL 310.3 AND FBC 1210.2.2, 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, AND EXCEPT FOR
 STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS
 SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY
 MOISTURE. PLEASE NOTE THAT FBC 1210.2.2 STIPULATES THAT
 THE MATERIAL BE "HARD." THE INTENT OF THIS SECTION IS
 THAT THE SURROUNDING MATERIAL SHOULD NOT BE OF A TYPE
 THAT IS EASILY DAMAGED SUCH THAT THE MATERIAL COULD
 BECOME ABSORBENT AND THUS, NOT READILY CLEANABLE AND
 SANITIZED. PAINTED DRYWALL, EVEN WHERE COATED WITH
 HIGHLY DURABLE PAINTS, DOES NOT MEET THE INTENT OF
 SECTION 1210.2.2. THE TYPICAL MATERIALS USED FOR THIS
 APPLICATION ARE CERAMIC TILE, FIBERGLASS REINFORCED
 PLASTIC (FRP) PANELS, PHENOLIC PANELS, LAMINATED
 PLASTIC PANELS, PAINTED STEEL AND STAINLESS STEEL.
  
 4. PER WPB FBC 107.2.1, PROVIDE PIPE HANGER DETAIL.
  
 5. PER WPB FBC 107.2.1, PROVIDE WATER HEATER DETAIL-
 PROVIDE DETAIL OF WATER HEATER SHOWING HEATER W/STORAGE
 CAPACITY, PIPING INCLUDING CW, HW, VALVES (INCLUDING
 VACUUM RELIEF VALVE IF APPLICABLE FBC PL 504.2) ,
 THERMAL EXPANSION CONTROL DEVICE (INCLUDING SIZE), T&P
 DISCHARGE (INCLUDING TERMINATION) AND WATER HEATER PAN
 AND DRAIN (INCLUDING TERMINATION) PER WPB FPC 107.2.1;
 COMPLY WITH FBC PL 607.3, 503.1, 504.1, 504.4, 504.4.1,
 504.5, 504.6, 504.7, 504.7.1 AND 504.7.2.
  
 6. IF WATER HEATER IS SUSPENDED THEN PER WPB FBC
 107.2.1, PROVIDE DETAIL FOR SUPPORT OF SUSPENDED WATER
 HEATER
  
 7. PER WPB FBC 107.2.1, PROVIDE DISTANCE OF THE TWO-WAY
 CLEANOUT FROM THE FINISHED EXTERIOR WALL, SHOWING
 COMPLIANCE WITH FBC PL 701.8.3 AND 701.8.9; PLEASE NOTE
 THE CLEANOUT SHALL BE A MAXIMUM 10 FEET UPSTREAM OF THE
 JUNCTION OF THE BUILDING DRAIN(EXTENDS 30 INCHES BEYOND
 THE EXTERIOR WALL BY DEFINITION FBC PL CHAPTER 2) AND
 THE BUILDING SEWER AND MINIMUM 18 INCHES FROM THE WALL.
 ADDITIONALLY, A-101 DETAIL 13, INDICATES A BLOCK WALL
 WITH R5 INSULATION, METAL BUILDING GIRT AND 3-5/8 INCH
 FRAMING.
  
 8. PER WPB FBC 107.2.1, PROVIDE ON P1.11, A NOTE
 STATING ?TOILET ROOM FLOOR DRAIN COMMON VENTED BY THE
 DRINKING FOUNTAIN IN ACCORDANCE WITH FBC PL 911.3.?
  
 9. PER WPB FBC 107.2.1, PROVIDE ON P1.11, A NOTE
 STATING ?JANITOR ROOM FLOOR DRAIN AND MOP SINK VENTED
 IN ACCORDANCE WITH FBC PL 915.1, 915.2.2 AND 915.2.3.?
  
 10. PER WPB FBC 107.2.1, PROVIDE ON P1.11, THE
 ELEVATION OF THE VENT TERMINATION THROUGH THE EXTERIOR
 WALL ABOVE THE GROUND SHOWING COMPLIANCE WITH FBC PL
 903.6.
  
 11. PER WPB FBC 107.2.1 AND 107.3.5.1.3(13), PROVIDE A
 WATER RISER DIAGRAM.
  
 12. PER WPB FBC 107.2.1 AND 107.3.5.1.3(3), PROVIDE
 CALCULATIONS AND SIZING OF THE ROOF GUTTERS AND
 DOWNSPOUTS. SHOW COMPLIANCE WITH FBC PL 1106.3 AND
 1106.6.
  
 13.A-102 ROOF PLAN INDICATES THREE DOWNSPOUTS. C7
 DRAINAGE PLAN DOES NOT MATCH. PER WPB FBC 107.2.1,
 CLARIFY AND RECONCILE THE TWO DRAWINGS.
  
 14. PER WPB FBC 107.2.1, PROVIDE MINIMUM SLOPE
 REQUIREMENTS FOR HORIZONTAL SANITARY PIPING. SHOW
 COMPLIANCE WITH FBC PL 704.1.
  
 15.RE: P2.01 SANITARY AND DRAINAGE NOTES; FITTINGS FOR
 DRAINAGE CHANGE IN DIRECTION SHALL BE INSTALLED IN
 COMPLIANCE WITH FBC PL 706.3. PLEASE PER WPB FBC
 107.2.1, INDICATE THIS ON THE PLANS.
  
 16. RE: P2.01 VALVES NOTES; PER WPB FBC 107.2.1,
 PROVIDE NOTE ?ALL VALVES AND APPURTENANCES SHALL BE
 LEAD FREE.?
  
 17.PER WPB 107.2 AND FBC PL M314.2, PROVIDE A
 CONDENSATE DRAINAGE SYSTEM(S), PLAN VIEW FOR THE AIR
 HANDLERS. COMPLY WITH FBC PL SECTION 314. INCLUDE
 MATERIAL SPECIFICATION FOR PIPE AND INSULATION, DETAIL
 FOR TERMINATION TO EXTERIOR DRYWELL OR STORM. PLEASE
 NOTE THAT PER WPB CODE OF ORDINANCE CHAPTER 90, ARTICLE
 3, SECTION 90-12B5, A/C CONDENSATE (I INTERPRET THIS AS
 ANY CONDENSATION FROM EVAPORATOR COILS) SHALL NOT
 DISCHARGE TO THE CITY UTILITIES SANITARY SEWAGE
 INFRASTRUCTURE WITHOUT PERMISSION FROM THE UTILITIES
 DEPARTMENT.
  
 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
  
 21090526 3200 45TH ST
  
  
  
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status N Date 2021-10-21 Cont ID  
Sent By rmcphers Date 2021-10-21 Time 14:09 Rev Time 0.00
Received By rmcphers Date 2021-10-21 Time 14:09 Sent To  
Notes
2021-10-21 14:10:49NO ROOF SYSTEM - METAL BUILDING
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2022-11-07 Cont ID  
Sent By rmcphers Date 2022-11-07 Time 10:47 Rev Time 0.00
Received By rmcphers Date 2022-11-07 Time 10:47 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2022-05-02 Cont ID  
Sent By rmcphers Date 2022-05-02 Time 10:21 Rev Time 0.00
Received By rmcphers Date 2022-05-02 Time 10:21 Sent To  
Notes
2022-04-14 16:43:07SIGNATURES FOR PLUMBING ARE VALID. JS
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2022-02-23 Cont ID  
Sent By rmcphers Date 2022-02-23 Time 13:40 Rev Time 0.00
Received By rmcphers Date 2022-02-23 Time 13:40 Sent To  
Notes
2022-02-23 13:42:12SIGNATURE REVIEW
  
 CORRECTIONS NEEDED -
  
 1) DRAWING C-16 DOES NOT SHOW AS DIGITALLY SIGNED IN
 ADOBE READER -
  
 SIGNED AND SEALED DRAWINGS IN PROJECTDOX NEED TO BE
 DIGITALLY/ELECTRONICALLY SIGNED BY THE ENGINEER OR
 ARCHITECT TO BE USED IN ELECTRONIC PLAN REVIEW. (A
 CERTIFICATE-BASED DIGITAL SIGNATURE (OFTEN JUST CALLED
 A DIGITAL SIGNATURE) IS A SPECIFIC TYPE OF
 E-SIGNATURE).- OR - IF YOUR ARCHITECT OR ENGINEER DOES
 NOT HAVE AN ELECTRONIC OR DIGITAL SIGNATURE - YOU CAN
 DROP OFF THE ORIGINAL SIGNED AND SEALED
 DRAWINGS/DOCUMENTS TO THE FRONT DESK IN THE BUILDING
 DIVISION AT THE CITY HALL.
  
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2021-10-14 Cont ID  
Sent By mpeterso Date 2021-10-14 Time 11:34 Rev Time 0.00
Received By mpeterso Date 2021-10-14 Time 11:34 Sent To  
Notes
2021-10-14 11:41:19PLAN DRAWINGS C1-C17 PLAN DRAWINGS LP1-LP3 ARE NOT
 SIGNED AND SEALED BY ENGINEERS OR ARCHITECHS. PLEASE
 FOLLOW INSTRUCTUCTIONS BELOW TO CORRECT THIS ISSUE
 FS471/FS481 DOCUMENTS PREPARED BY AN ARCHITECT OR
 ENGINEER AND SUBMITTED FOR PUBLIC RECORD ARE TO BE
 SIGNED, SEALED, DATED ORIGINALS. A COPY OF A SIGNED
 PLAN IS NOT CONSIDERED AN ORIGINAL.
 EITHER UPLOAD A DIGITALLY OR ELECTRONICALLY SIGNED PLAN
 TO THE SIGNATURE FOLDER WITH YOUR RESUBMITTAL (IF
 APPLICABLE) AND COMPLETE THE UPLOAD TASK IN PROJECTDOX,
 OR YOU CAN SUBMIT ONE ORIGINAL SIGNED AND SEALED PAPER
 ORIGINAL WITH A WET SIGNATURE TO THE BUILDING DIVISION.
 SIGNATURE DOCUMENTS ARE TYPICALLY REVIEWED WITHIN TWO
 BUSINESS DAYS AFTER SUBMITTAL; DIGITALLY SIGNED
 DOCUMENTS ARE PREFERRED.
  
 PLEASE EMAIL [email protected] AND CC TO
 [email protected]
 MICHAEL PETERSON
 ELECTRICAL PLANS EXAMINER
 [email protected]
 561-805-6746
  
Review Stop Z ZONING
Rev No 4 Status P Date 2022-10-26 Cont ID  
Sent By llouie Date 2022-10-26 Time   Rev Time 0.00
Received By llouie Date 2022-10-26 Time   Sent To  
Notes
2022-10-26 11:56:46ZONING APPROVED WITH THE FOLLOWING PROVISO(S):
  
 1.) SUBJECT TO THE CONDITIONS OUTLINED IN THE SITE PLAN
 APPROVAL LETTER FOR ISPR CASE NO. 20-15, ISSUED ON
 10/5/2022.
  
 2.) SEPARATE PERMITS REQUIRED FOR: LANDSCAPING AND
 IRRIGATION, BICYCLE RACK, SIGNAGE, ETC.
  
 3.) SEE ATTACHED STAMPED SHEETS FOR ZONING APPROVAL.
  
 (REFERENCE: ISPR 20-15)
  
Review Stop Z ZONING
Rev No 3 Status F Date 2022-04-15 Cont ID  
Sent By llouie Date 2022-04-15 Time   Rev Time 0.00
Received By llouie Date 2022-04-15 Time   Sent To  
Notes
2022-04-15 15:42:16** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) SITE PLAN APPROVAL THROUGH THE PLANNING DIVISION
 SHALL BE GRANTED PRIOR TO BUILDING PERMIT. PLEASE NOTE
 THAT ISPR CASE NO. 20-15 IS CURRENTLY IN REVIEW AND
 PENDING WITH PLANNING STAFF.
  
 [9/26/21 AND 2/15/22 REPEAT COMMENT: NOT ADDRESSED.
 SITE PLAN APPROVAL STILL PENDING WITH PLANNING DIVISION
 STAFF. APPLICANT WAS ISSUED A WITHDRAWAL WARNING FOR
 SITE PLAN INACTIVITY ON 1/25/2022. THE APPLICANT IS
 REQUIRED TO RESPOND WITH A SITE PLAN RESUBMITTAL PRIOR
 TO 2/24/2022. IF NO SITE PLAN RESUBMITTAL IS RECEIVED
 BY 2/24, STAFF WILL CLOSE THE FILE PER DEPARTMENTL
 POLICY AND THE APPLICANT WILL BE REQUIRED TO START THE
 PROCESS ALL OVER AGAIN, INCLUDING THE PAYMENT OF
 APPLICATION FEES.]
  
  
  
 NOTES:
  
 * ANY REVISIONS MAY RESULT IN ADDITIONAL COMMENTS.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
 * ZONE: I (IMECA HARDWARE AND LUMBER-ISPR 20-15)
  
Review Stop Z ZONING
Rev No 2 Status F Date 2022-02-15 Cont ID  
Sent By llouie Date 2022-02-15 Time   Rev Time 0.00
Received By llouie Date 2022-02-15 Time   Sent To  
Notes
2022-02-15 14:20:22** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) SITE PLAN APPROVAL THROUGH THE PLANNING DIVISION
 SHALL BE GRANTED PRIOR TO BUILDING PERMIT. PLEASE NOTE
 THAT ISPR CASE NO. 20-15 IS CURRENTLY IN REVIEW AND
 PENDING WITH PLANNING STAFF.
  
 [9/26/21 REPEAT COMMENT: NOT ADDRESSED. SITE PLAN
 APPROVAL STILL PENDING WITH PLANNING DIVISION STAFF.
 APPLICANT WAS ISSUED A WITHDRAWAL WARNING FOR SITE PLAN
 INACTIVITY ON 1/25/2022. THE APPLICANT IS REQUIRED TO
 RESPOND WITH A SITE PLAN RESUBMITTAL PRIOR TO
 2/24/2022. IF NO SITE PLAN RESUBMITTAL IS RECEIVED BY
 2/24, STAFF WILL CLOSE THE FILE PER DEPARTMENTL POLICY
 AND THE APPLICANT WILL BE REQUIRED TO START THE PROCESS
 ALL OVER AGAIN, INCLUDING THE PAYMENT OF APPLICATION
 FEES.]
  
  
  
 NOTES:
  
 * ANY REVISIONS MAY RESULT IN ADDITIONAL COMMENTS.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
 * ZONE: I (IMECA HARDWARE AND LUMBER-ISPR 20-15)
  
Review Stop Z ZONING
Rev No 1 Status F Date 2021-09-29 Cont ID  
Sent By llouie Date 2021-09-29 Time   Rev Time  
Received By llouie Date 2021-09-29 Time   Sent To  
Notes
2021-09-29 16:15:13** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) SITE PLAN APPROVAL THROUGH THE PLANNING DIVISION
 SHALL BE GRANTED PRIOR TO BUILDING PERMIT. PLEASE NOTE
 THAT ISPR CASE NO. 20-15 IS CURRENTLY IN REVIEW AND
 PENDING WITH PLANNING STAFF.
  
  
 NOTES:
  
 * ANY REVISIONS MAY RESULT IN ADDITIONAL COMMENTS.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
 * ZONE: I (IMECA HARDWARE AND LUMBER ? ISPR 20-15)
  


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