Plan Review Details - Permit 21090266
Plan Review Stops For Permit 21090266
Review Stop AD ADDRESSING
Rev No 5 Status P Date 2022-03-31 Cont ID  
Sent By cpuell Date 2022-03-31 Time 12:54 Rev Time 0.00
Received By cpuell Date 2022-03-31 Time 12:54 Sent To  
Notes
2022-03-31 12:54:16DOCUMENTS UPDATED
Review Stop AD ADDRESSING
Rev No 4 Status F Date 2022-02-02 Cont ID  
Sent By cpuell Date 2022-02-02 Time 14:48 Rev Time 0.00
Received By cpuell Date 2022-02-02 Time 14:48 Sent To  
Notes
2022-02-02 14:50:02ADDRESS AND PARCEL NUMBER CHANGED, PCN IS NOW
 74434306060000060 AND THE ADDRESS IS 4401 BEACON CIR,
 THE PLANS AND SUPPORTING DOCUMENTATION NEEDS TO REFLECT
 THE NEW ADDRESS.
Review Stop AD ADDRESSING
Rev No 3 Status F Date 2022-01-14 Cont ID  
Sent By cpuell Date 2022-01-14 Time 09:04 Rev Time 0.00
Received By cpuell Date 2022-01-14 Time 09:04 Sent To  
Notes
2022-01-14 09:12:36UNITY OF TITLE UPLOADED, THE NEXT STEPS ARE TO
 HTTPS://WWW.PBCGOV.ORG/PAPA/DEPARTMENTS/GIS.HTM AND
 FILL OUT THE PARCEL COMBINATION REQUEST FORM, THEY WILL
 ISSUE YOU WITH A PARCEL CONTROL NUMBER (PCN). WHEN YOU
 CONTACT THE PROPERTY APPRAISERS YOU NEED TO REQUEST
 PRELIMINARY LETTER OF THE UNIFIED PCN. ONCE YOU HAVE
 RECEIVED THE PRELIMINARY LETTER PLEASE CONTACT
 [email protected] OR CALL 561-805-6659 TO BE ISSUED AN
 ADDRESS.
Review Stop AD ADDRESSING
Rev No 2 Status F Date 2021-12-27 Cont ID  
Sent By cpuell Date 2021-12-27 Time 12:33 Rev Time 0.00
Received By cpuell Date 2021-12-27 Time 12:33 Sent To  
Notes
2021-12-27 12:35:53ALTHOUGH NO RESPONCE WAS GIVEN TO ADDRESSING, I DID
 REVIEW YOU RESPONCE TO ZONING, WHICH STATED THAT 3
 PARCELS ARE TO BE UNIFIED AND THAT YOU ARE DOING A
 UNITY OF TITLE. A SINGLE PCN MUST BE ISSUED BY THE
 COUNTY. ONCE YOU HAVE RECORDED YOUR UNITY OF TITLE FROM
 THE CITY YOU THEN NEED TO CONTACT THE PROPERTY
 APPRAISERS, YOU NEED TO REQUEST PRELIMINARY LETTER OF
 THE UNIFIED PCN. ONCE YOU HAVE RECEIVED THE PRELIMINARY
 LETTER PLEASE CONTACT [email protected] OR CALL
 561-805-6659.
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2021-09-17 Cont ID  
Sent By cpuell Date 2021-09-17 Time 15:27 Rev Time 0.00
Received By cpuell Date 2021-09-17 Time 15:27 Sent To  
Notes
2021-09-17 15:35:544400 BEACON CIR APPROVED FOR THIS PROJECT. WILL A
 REPLAT TO UNIFY PCNS 74434306060000070 AND
 74434306060000060 OCCUR? FOR THE FUTURE BUILDING
 ADDRESS CONTACT [email protected] OR CALL 561-805-6659
 WHEN APPROPRIATE.
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status P Date 2021-10-13 Cont ID  
Sent By scwelter Date 2021-09-08 Time 10:39 Rev Time 0.00
Received By scwelter Date 2021-10-13 Time 14:04 Sent To  
Notes
2021-09-08 10:40:5710.13.2021 DEVELOPER SATISFIED PUBLIC ART REQUIREMENT ?
 NO HOLDS FOR PUBLIC ART
  
 PUBLIC ART REQUIREMENT:
 IF TOTAL CONSTRUCTION COSTS OF THIS DEVELOPMENT ARE
 OVER $500,000 IT WILL BE SUBJECT TO THE PUBLIC ART
 REQUIREMENT AS PER CITY ORDINANCE.
 SECTION 78-129: ALL PRIVATE DEVELOPMENT PROJECTS,
 INCLUDING NEW CONSTRUCTION, OR THE RENOVATION OR
 IMPROVEMENT OF AN EXISTING BUILDING, WHERE TOTAL
 CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
 $500,000 ARE SUBJECT TO THE PUBLIC ART REQUIREMENT.
 OPTION 1: INSTALL ARTWORK ON THE DEVELOPMENT SITE
 VALUED IN AN AMOUNT NOT LESS THAN ONE PERCENT OF THE
 TOTAL CONSTRUCTION COSTS; OR
 OPTION 2: CONTRIBUTE AN AMOUNT EQUAL TO 75 PERCENT OF
 ONE PERCENT OF THE TOTAL CONSTRUCTION COSTS FOR DEPOSIT
 TO THE PUBLIC ART ACCOUNT.
 A COMPLETED PUBLIC ART ASSESSMENT APPLICATION IS
 REQUIRED AT TIME OF BUILDING PERMIT SUBMITTAL.
  
 CONTACT SYBILLE WELTER AT [email protected] OR
 561.822.1521 TO OBTAIN AN APPLICATION AND REVIEW THE
 REQUIREMENTS.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2022-06-17 Cont ID  
Sent By shill Date 2022-06-17 Time 12:24 Rev Time 0.00
Received By shill Date 2022-06-17 Time 12:21 Sent To  
Notes
2022-06-17 12:26:564400 BEACON CIRCLE
 2 STORY OFFICE BUILDING
 BUSINESS OCCUPANCY
 TYPE II-B CONSTRUCTION, SPRINKLERED
 FLOOD ZONE: X
 21,081 GROSS SQ-FT
 GROUND FLOOR ELEVATION: 16.0' NAVD88
  
 3RD REVIEW: FBC SEVENTH EDITION (2020)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 PROVISOS:
  
 1. CONTACT [email protected] FOR REQUIREMENTS FOR ROW
 PERMIT, MOT PLAN.
  
 DEFERRED SUBMITTALS REQUESTED BY ARCHITECT, SEE LIST ON
 PLAN SHEET G003 (MAY NOT BE A COMPLETE LIST); DOCUMENTS
 SHOWING COMPLIANCE INCLUDING SHOP DAWINGS ARE TO BE
 REVIEWED BY DESIGNER OF RECORD PRIOR TO SUBMITTAL
 (ARCHITECT OR ENGINEER FOR PRODUCT APPROVALS AND OTHER
 SPECIFICATION DOCUMENTS, STRUCTURAL ENGINEER OF RECORD
 APPROVAL AND REVIEW IS REQUIRED FOR DELEGATED
 ENGINEERING). SUBMITTAL, REVIEW AND APPROVAL ARE
 REQUIRED PRIOR TO INSTALLATION.
  
 COMPONENT & CLADDING PRODUCT APPROVALS REVIEWED BY
 DESIGNER OF RECORD ARE TO BE SUBMITTED TO THE BUILDING
 DIVISION, REVIEWED AND ISSUED PRIOR TO INSTALLATION.
 CONFIRM COMPLIANCE WITH PRESSURES SHOWN ON SHEET S010
 PRIOR TO SUBMITTAL. IF PRODUCT APPROVAL OFFERS OPTIONS,
 INDICATE OPTION PROPOSED, ESPECIALLY IF NOT ALL OPTIONS
 COMPLY WITH MINIMUM DESIGN PRESSURES.
  
 SEPARATE PERMITS (APPLICATIONS, PLANS, AND FEES) ARE
 REQUIRED FOR:
 LIGHT POLES/SITE LIGHTING
 FIRE ALARM
 FIRE SPRINKLER
 LOW VOLTAGE
 PHOTOVOLTAIC
 ACCESS
 LANDSCAPING
 IRRIGATION
 PARKING LOT
 SWIMMING POOLS AND SPAS
 GENERATORS
 BDA SYSTEMS
 ALL OTHER ITEMS OTHER THAN BMEP
  
 CONSTRUCTION HOURS - 7AM TO 7PM MON-FRI, 8AM TO 8PM
 SAT-SUN
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2022-05-11 Cont ID  
Sent By rmcdouga Date 2022-05-11 Time 10:49 Rev Time 0.00
Received By rmcdouga Date 2022-05-11 Time 07:32 Sent To  
Notes
2022-05-11 10:43:40PLAN
 REVIEW COMMENTS
 4400 BEACON CIRCLE
 2 STORY OFFICE BUILDING
 BUSINESS OCCUPANCY
 TYPE II-B CONSTRUCTION, SPRINKLERED
 FLOOD ZONE: X
 21,081 GROSS SQ-FT
 GROUND FLOOR ELEVATION: 16.0' NAVD88
  
 3RD REVIEW: FBC SEVENTH EDITION (2020)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) SUBMIT A PLAN FOR SAFEGUARDS DURING CONSTRUCTION AND
 MOT. FBC CHAPTER 33
  
 DEFERRED SUBMITTALS REQUESTED BY ARCHITECT, SEE LIST ON
 PLAN SHEET G003 (MAY NOT BE A COMPLETE LIST); DOCUMENTS
 SHOWING COMPLIANCE INCLUDING SHOP DAWINGS ARE TO BE
 REVIEWED BY DESIGNER OF RECORD PRIOR TO SUBMITTAL
 (ARCHITECT OR ENGINEER FOR PRODUCT APPROVALS AND OTHER
 SPECIFICATION DOCUMENTS, STRUCTURAL ENGINEER OF RECORD
 APPROVAL AND REVIEW IS REQUIRED FOR DELEGATED
 ENGINEERING). SUBMITTAL, REVIEW AND APPROVAL ARE
 REQUIRED PRIOR TO INSTALLATION.
  
 COMPONENT & CLADDING PRODUCT APPROVALS REVIEWED BY
 DESIGNER OF RECORD ARE TO BE SUBMITTED TO THE BUILDING
 DIVISION, REVIEWED AND ISSUED PRIOR TO INSTALLATION.
 CONFIRM COMPLIANCE WITH PRESSURES SHOWN ON SHEET S010
 PRIOR TO SUBMITTAL. IF PRODUCT APPROVAL OFFERS OPTIONS,
 INDICATE OPTION PROPOSED, ESPECIALLY IF NOT ALL OPTIONS
 COMPLY WITH MINIMUM DESIGN PRESSURES.
  
 SEPARATE PERMITS (APPLICATIONS, PLANS, AND FEES) ARE
 REQUIRED FOR:
 LIGHT POLES/SITE LIGHTING
 FIRE ALARM
 FIRE SPRINKLER
 LOW VOLTAGE
 PHOTOVOLTAIC
 ACCESS
 LANDSCAPING
 IRRIGATION
 PARKING LOT
 SWIMMING POOLS AND SPAS
 GENERATORS
 BDA SYSTEMS
 ALL OTHER ITEMS OTHER THAN BMEP
  
 CONSTRUCTION HOURS - 7AM TO 7PM MON-FRI, 8AM TO 8PM
 SAT-SUN
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2022-02-03 Cont ID  
Sent By rmcdouga Date 2022-02-03 Time 14:01 Rev Time 0.00
Received By rmcdouga Date 2022-02-01 Time 11:16 Sent To  
Notes
2022-02-03 10:22:27PLAN
 REVIEW COMMENTS
 4400 BEACON CIRCLE
 2 STORY OFFICE BUILDING
 BUSINESS OCCUPANCY
 TYPE II-B CONSTRUCTION, SPRINKLERED
 FLOOD ZONE: X
 21,081 GROSS SQ-FT
 GROUND FLOOR ELEVATION: 16.0' NAVD88
  
 2ND REVIEW: FBC SEVENTH EDITION (2020)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) RESOLVED.
  
 2) RESOLVED.
  
 3) [NOT RESOLVED.] SUBMIT A PLAN FOR SAFEGUARDS DURING
 CONSTRUCTION AND MOT. FBC CHAPTER 33
  
 4) RESOLVED.
  
 5) RESOLVED.
  
 6) RESOLVED.
  
 7) RESOLVED.
  
 8) RESOLVED.
  
 9) RESOLVED.
  
 10) RESOLVED.
  
 11) RESOLVED.
  
 12) [DEFERRED.] ON SHEET G003, THERE IS A HEADING
 "PROVISO DEFERRED SUBMITTAL". AMONG THE ITEMS THAT ARE
 LISTED FOR DEFERRED SUBMITTAL ARE PRODUCTS REGULATED BY
 DBPR RULE 9N-03, WHICH INCLUDES EXTERIOR DOORS,
 WINDOWS, STOREFRONTS, MULLIONS, WALL LOUVERS, ROOFING
 MATERIALS, ETC. IF YOU WISH TO DEFER THESE ITEMS IT IS
 NOT REQUIRED THAT YOU SUBMIT THEM PRIOR TO RECEIVING
 THE PERMIT. THEY DO HAVE TO BE SUBMITTED AND APPROVED
 BEFORE THEY ARE INSTALLED. FBC AMENDMENTS 107.3.4.1
 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS SECTION,
 DEFERRED SUBMITTALS ARE DEFINED AS THOSE PORTIONS OF
 THE DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF THE
 APPLICATION AND THAT ARE TO BE SUBMITTED TO THE
 BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. DEFERRAL
 OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR APPROVAL OF
 THE BUILDING OFFICIAL. THE REGISTERED DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST THE
 DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS FOR
 REVIEW BY THE BUILDING OFFICIAL. THE REGISTERED DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST THE
 DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS FOR
 REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 13) [DEFERRED.] THE PRODUCT APPROVALS THAT WERE
 SUBMITTED HAVE NOT BEEN REVIEWED AND APPROVED IN
 WRITING BY THE DESIGNER OF RECORD FOR THIS PROJECT. FBC
 AMENDMENTS 107.3.4
  
 14) [DEFERRED.] THE PRODUCT APPROVALS FOR THE ROOFING
 AND PV RACKS ONLY HAVE THE COVERSHEETS. THE EVALUATION
 REPORT AND INSTALLATION INSTRUCTIONS WITH THE DESIGN
 PRESSURES ARE MISSING. THE SPECIFIC ROOF COVERING
 ASSEMBLIES AND THE DESIGN PRESSURES ARE REQUIRED TO BE
 CIRCLED OR HI-LITED IN THE PRODUCT APPROVAL. ENHANCED
 FASTENING CALCULATIONS MAY BE REQUIRED. FBC AMENDMENTS
 107.2.1
  
 15) [DEFERRED.] FOR ALL OF THE PRODUCT APPROVALS,
 SPECIFY ( HI-LITE OR CIRCLE) THE SPECIFIC ITEMS AND
 THEIR MAXIMUM DESIGN PRESSURES IN THE APPROVALS. FBC
 AMENDMENTS 107.2.1
  
 16) [DEFERRED.] SUBMIT PRODUCT APPROVALS OR SITE
 SPECIFIC ENGINEERING FOR THE PRE-FAB METAL CANOPY SHOWN
 IN DETAIL #3 ON SHEET A605. FBC AMENDMENTS 107.3.4
  
 17) THE VALUATION FOR THIS PROJECT HAS BEEN INCREASED
 FROM $3,800,000.00 TO $4,498,264.00 BASED ON THE
 CURRENT ICC VALUATION DATA. 21,081 SQFT X $213.38 =
 $4,498,263.78. FBC AMENDMENTS 109.3
  
 DEFERRED SUBMITTALS REQUESTED BY ARCHITECT, SEE LIST ON
 PLAN SHEET G003 (MAY NOT BE A COMPLETE LIST); DOCUMENTS
 SHOWING COMPLIANCE INCLUDING SHOP DAWINGS ARE TO BE
 REVIEWED BY DESIGNER OF RECORD PRIOR TO SUBMITTAL
 (ARCHITECT OR ENGINEER FOR PRODUCT APPROVALS AND OTHER
 SPECIFICATION DOCUMENTS, STRUCTURAL ENGINEER OF RECORD
 APPROVAL AND REVIEW IS REQUIRED FOR DELEGATED
 ENGINEERING). SUBMITTAL, REVIEW AND APPROVAL ARE
 REQUIRED PRIOR TO INSTALLATION.
  
 COMPONENT & CLADDING PRODUCT APPROVALS REVIEWED BY
 DESIGNER OF RECORD ARE TO BE SUBMITTED TO THE BUILDING
 DIVISION, REVIEWED AND ISSUED PRIOR TO INSTALLATION.
 CONFIRM COMPLIANCE WITH PRESSURES SHOWN ON SHEET S010
 PRIOR TO SUBMITTAL. IF PRODUCT APPROVAL OFFERS OPTIONS,
 INDICATE OPTION PROPOSED, ESPECIALLY IF NOT ALL OPTIONS
 COMPLY WITH MINIMUM DESIGN PRESSURES.
  
 SEPARATE PERMITS (APPLICATIONS, PLANS, AND FEES) ARE
 REQUIRED FOR:
 LIGHT POLES/SITE LIGHTING
 FIRE ALARM
 FIRE SPRINKLER
 LOW VOLTAGE
 ACCESS
 LANDSCAPING
 IRRIGATION
 PARKING LOT
 SWIMMING POOLS AND SPAS
 GENERATORS
 BDA SYSTEMS
 ALL OTHER ITEMS OTHER THAN BMEP
  
 CONSTRUCTION HOURS - 7AM TO 7PM MON-FRI, 8AM TO 8PM
 SAT-SUN
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2021-10-20 Cont ID  
Sent By rmcdouga Date 2021-10-20 Time 16:00 Rev Time 0.00
Received By rmcdouga Date 2021-09-29 Time 17:34 Sent To  
Notes
2021-10-20 11:04:50PLAN
 REVIEW COMMENTS
 4400 BEACON CIRCLE
 2 STORY OFFICE BUILDING
 BUSINESS OCCUPANCY
 TYPE II-B CONSTRUCTION, SPRINKLERED
 FLOOD ZONE: X
 21,081 GROSS SQ-FT
 GROUND FLOOR ELEVATION: 16.0' NAVD88
  
 1ST REVIEW: BC SEVENTH EDITION (2020)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) SUBMIT A SIGNED AND SEALED GEOTECHNICAL REPORT. FBC
 1803.2
  
 2) SUBMIT A SCHEMATIC FIRE SPRINKLER PLAN WITH
 STANDPIPES AND RISER DIAGRAM. FBC AMENDMENTS 107.3.5.1
  
 3) SUBMIT A PLAN FOR SAFEGUARDS DURING CONSTRUCTION AND
 MOT. FBC CHAPTER 33
  
 4) ON SHEET G003, UNDER THE DEFERRED SUBMITTALS, NOTE
 (1) FOR THE WELDING AND BOLTING REQUIREMENTS AND (2)
 NOTE (5) FOR THE WINDOW INSTALLATION REFERENCE THE
 PREVIOUS CODE (2017 FBC-B) RATHER THAN THE CURRENT ONE
 (2020 FBC-B) . PLEASE CORRECT.
  
 5) THE PERMIT CAN NOT BE ISSUED UNTIL THERE IS A
 RECORDED UNITY OF TITLE OR RE-PLAT OF THE THREE PARCELS
 SHOWN ON THE SURVEY FOR THIS PROJECT.
  
 6) THE CALCULATIONS FOR THE OCCUPANT LOAD FOR THE DAY
 CARE IS INCORRECT. THE NET SQ-FT OF 192 DIVIDED BY 35
 SQ-FT PER OCCUPANT (FBC TABLE 1004.5) RESULTS IN 5.48
 PEOPLE WHICH ROUNDS UP TO 6 OCCUPANTS. IN ORDER TO BE
 CLASSIFIED AS PART OF THE PRIMARY OCCUPANCY, THERE CAN
 BE NO MORE THAN 5 OCCUPANTS. WHEN THERE IS MORE THAN 5
 OCCUPANTS THE DAY CARE IS CLASSIFIED AS A GROUP I-4
 OCCUPANCY. FBC 308.6 & 308.6.3
  
 7) ON SHEET S001, UNDER 1060 DESIGN AND CONSTRUCTION
 STANDARDS, THE 2017 FBC IS SPECIFIED. PLEASE REVISE TO
 2020 FBC.
  
 8) ON SHEET S001 THE WIND LOADS SPECIFY THE ULTIMATE
 WIND VELOCITY AS 168 MPH AND THE ALLOWABLE STRESS
 DESIGN VELOCITY AS 101 MPH. THE NOMINAL ASD IS THE
 ULTIMATE WIND SPEED MULTIPLIED BY THE SQUARE ROOT OF
 0.6, WHICH IS 130 MPH. PLEASE CORRECT. FBC 1609.3.1
  
 9) ON SHEET ID1122, THE SINK IN BREAK ROOM 207 DOES NOT
 HAVE THE REQUIRED CLEAR FLOOR SPACE FOR A PARALLEL
 APPROACH AND THE REQUIRED KNEE AND TOE IS NOT SHOWN.
 SHOW COMPLIANCE WITH FBC ACCESSIBILITY 606.2 .
  
 10) ON SHEET ID1121, THE COUNTER TOP IN TESTING ROOM
 104 IS SHOWN AT 3' (36") AND ON SHEET ID1122, THE
 COUNTER TOP IN PRODUCTION ROOM 115 IS SHOWN AT 3'
 (36"). SHOW COMPLIANCE WITH FBC ACCESSIBILITY 902.3 FOR
 HEIGHTS OF DINING AND WORK SURFACES.
  
 11) ON SHEET ID1122, THE BUILT-IN COUNTER TOP IN BREAK
 ROOM 128 IS SPECIFIED AS 3'-6" (42") IN HEIGHT. SHOW
 COMPLIANCE WITH FBC ACCESSIBILITY 902.3 FOR HEIGHTS OF
 DINING AND WORK SURFACES.
  
 12) ON SHEET G003, THERE IS A HEADING "PROVISO DEFERRED
 SUBMITTAL". AMONG THE ITEMS THAT ARE LISTED FOR
 DEFERRED SUBMITTAL ARE PRODUCTS REGULATED BY DBPR RULE
 9N-03, WHICH INCLUDES EXTERIOR DOORS, WINDOWS,
 STOREFRONTS, MULLIONS, WALL LOUVERS, ROOFING MATERIALS,
 ETC. IF YOU WISH TO DEFER THESE ITEMS IT IS NOT
 REQUIRED THAT YOU SUBMIT THEM PRIOR TO RECEIVING THE
 PERMIT. THEY DO HAVE TO BE SUBMITTED AND APPROVED
 BEFORE THEY ARE INSTALLED. FBC AMENDMENTS 107.3.4.1
 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS SECTION,
 DEFERRED SUBMITTALS ARE DEFINED AS THOSE PORTIONS OF
 THE DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF THE
 APPLICATION AND THAT ARE TO BE SUBMITTED TO THE
 BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. DEFERRAL
 OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR APPROVAL OF
 THE BUILDING OFFICIAL. THE REGISTERED DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST THE
 DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS FOR
 REVIEW BY THE BUILDING OFFICIAL. THE REGISTERED DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST THE
 DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS FOR
 REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 13) THE PRODUCT APPROVALS THAT WERE SUBMITTED HAVE NOT
 BEEN REVIEWED AND APPROVED IN WRITING BY THE DESIGNER
 OF RECORD FOR THIS PROJECT. FBC AMENDMENTS 107.3.4
  
 14) THE PRODUCT APPROVALS FOR THE ROOFING AND PV RACKS
 ONLY HAVE THE COVERSHEETS. THE EVALUATION REPORT AND
 INSTALLATION INSTRUCTIONS WITH THE DESIGN PRESSURES ARE
 MISSING. THE SPECIFIC ROOF COVERING ASSEMBLIES AND THE
 DESIGN PRESSURES ARE REQUIRED TO BE CIRCLED OR HI-LITED
 IN THE PRODUCT APPROVAL. ENHANCED FASTENING
 CALCULATIONS MAY BE REQUIRED. FBC AMENDMENTS 107.2.1
  
 15) FOR ALL OF THE PRODUCT APPROVALS, SPECIFY ( HI-LITE
 OR CIRCLE) THE SPECIFIC ITEMS AND THEIR MAXIMUM DESIGN
 PRESSURES IN THE APPROVALS. FBC AMENDMENTS 107.2.1
  
 16) SUBMIT PRODUCT APPROVALS OR SITE SPECIFIC
 ENGINEERING FOR THE PRE-FAB METAL CANOPY SHOWN IN
 DETAIL #3 ON SHEET A605. FBC AMENDMENTS 107.3.4
  
 17) ADDITIONAL COMMENTS MAY BE GENERATED FROM THE
 RESPONSES TO THESE COMMENTS.
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2022-05-02 Cont ID  
Sent By fgiaquin Date 2022-05-02 Time 19:10 Rev Time 0.00
Received By fgiaquin Date 2022-04-28 Time 20:54 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2021-10-28 Cont ID  
Sent By fgiaquin Date 2021-10-28 Time 19:31 Rev Time 0.00
Received By fgiaquin Date 2021-10-27 Time 21:58 Sent To  
Notes
***NONE***
Review Stop E-LOWVOLT ELECTRICAL LOW VOLTAGE
Rev No 1 Status P Date 2021-10-28 Cont ID  
Sent By fgiaquin Date 2021-10-28 Time 19:32 Rev Time 0.00
Received By fgiaquin Date 2021-10-28 Time 19:32 Sent To  
Notes
2021-10-28 19:32:26APPROVED FOR CAT 6 SHOWN ON PLAN ONLY
Review Stop ENG ENGINEERING CSD
Rev No 5 Status P Date 2022-09-22 Cont ID  
Sent By rrossano Date 2022-09-22 Time   Rev Time 0.00
Received By rrossano Date 2022-09-22 Time   Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 4 Status F Date 2022-08-03 Cont ID  
Sent By rrossano Date 2022-08-03 Time   Rev Time 0.00
Received By rrossano Date 2022-08-03 Time   Sent To  
Notes
2022-08-03 12:34:19PROJECT IS UNDER FORMAL ENGINEERING SUBMITTAL REVIEW
 E21100030.
  
 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
 CENTRAL OPERATIONS CENTER (DISPATCH):
 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC
 UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2022-04-04 Cont ID  
Sent By rrossano Date 2022-04-04 Time   Rev Time 0.00
Received By rrossano Date 2022-04-04 Time   Sent To  
Notes
2022-04-04 12:28:13UNDER FORMAL ENGINEERING REVIEW.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2022-01-13 Cont ID  
Sent By rrossano Date 2022-01-13 Time   Rev Time 0.00
Received By rrossano Date 2022-01-13 Time   Sent To  
Notes
2022-01-13 16:13:34UNDER FORMAL ENGINEERING REVIEW.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2021-10-21 Cont ID  
Sent By rrossano Date 2021-10-21 Time   Rev Time  
Received By rrossano Date 2021-10-21 Time   Sent To  
Notes
2021-10-21 13:42:55UNDER FORMAL ENGINEERING SUBMITTAL REVIEW.
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2022-04-01 Cont ID  
Sent By pleduc Date 2022-04-01 Time   Rev Time 0.00
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Notes
2022-04-01 15:02:42FIRE PROVISO:
  
 THERE ARE TWO(2) FDC'S INDICATED.
  
 INSTALL ONLY ONE (1) FDC FOR THE PROPOSED BUILDING AND
 INSTALL THE OTHER AT THE APPLICABLE TIME FOR ANY OTHER
 PROPOSED BUILDING.
  
 ALL FIRE LINE UNDERGROUND, INCLUDING THE DDCV & FDC,
 SHALL BE INSTALLED UNDER SEPARATE PERMIT & SHOP DRAWING
 AND PER NFPA 24
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2021-12-29 Cont ID  
Sent By pleduc Date 2021-12-29 Time   Rev Time 0.00
Received By pleduc Date 2021-12-29 Time 13:39 Sent To  
Notes
2021-12-29 13:54:09FIRE PROVISO:
  
 THERE ARE TWO(2) FDC'S INDICATED.
  
 INSTALL ONLY ONE (1) FDC FOR THE PROPOSED BUILDING AND
 INSTALL THE OTHER AT THE APPLICABLE TIME FOR ANY OTHER
 PROPOSED BUILDING.
  
 ALL FIRE LINE UNDERGROUND, INCLUDING THE DDCV & FDC,
 SHALL BE INSTALLED UNDER SEPARATE PERMIT & SHOP DRAWING
 AND PER NFPA 24
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2021-09-21 Cont ID  
Sent By pleduc Date 2021-09-21 Time   Rev Time 0.00
Received By pleduc Date 2021-09-20 Time 14:50 Sent To  
Notes
2021-09-20 14:56:37THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET LS 01 - THERE IS AN INDICATION OF A FIRE
 SPRINKLER SYSTEM, HOWEVER, THERE ARE NO INDICATIONS OF
 THE EOR FIRE PROTECTION REQUIRED F.A.C. 61G DOCUMENTS
 FOR THE FIRE SPRINKLER SYSTM.
  
 PER FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004,
 FIRE PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
 POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
 APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
 CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
 SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
 AND ANY PERFORMANCE BASED INFORMATION SUCH AS
 PRE-ENGINEERED SYSTEMS.
  
 61G15-30.003 MINIMUM REQUIREMENTS FOR ENGINEERING
 DOCUMENTS.
 (1) ENGINEERING DOCUMENTS ARE PREPARED IN THE COURSE OF
 PERFORMING ENGINEERING SERVICES. WHEN PREPARED FOR
 INCLUSION WITH AN APPLICATION FOR A GENERAL BUILDING
 PERMIT, THE DOCUMENTS SHALL MEET ALL ENGINEER?S
 RESPONSIBILITY RULES, SET FORTH IN CHAPTERS 61G15-31,
 61G15-32, 61G15-33, AND 61G15-34, F.A.C., AND BE OF
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
 EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT
 WILL CONFORM TO THE PROVISIONS OF THE FLORIDA BUILDING
 CODE, ADOPTED IN SECTION 553.73, F.S., AND APPLICABLE
 LAWS, ORDINANCES, RULES AND REGULATIONS, AS DETERMINED
 BY THE AHJ. THE DOCUMENTS SHALL INCLUDE:
 (A) INFORMATION THAT PROVIDES MATERIAL SPECIFICATIONS
 REQUIRED FOR THE SAFE OPERATION OF THE SYSTEM THAT IS A
 RESULT OF ENGINEERING CALCULATIONS, KNOWLEDGE AND
 EXPERIENCE.
 (B) LIST FEDERAL, STATE, MUNICIPAL, AND COUNTY
 STANDARDS, CODES, ORDINANCES, LAWS, AND RULES, WITH
 THEIR EFFECTIVE DATES, THAT THE ENGINEERING DOCUMENTS
 ARE INTENDED TO CONFORM TO.
 (C) INFORMATION, AS DETERMINED BY THE ENGINEER OF
 RECORD, NEEDED FOR THE SAFE AND EFFICIENT OPERATION OF
 THE SYSTEM.
 (D) LIST ENGINEERING DESIGN CRITERIA; REFERENCE PROJECT
 SPECIFIC STUDIES, REPORTS, AND DELEGATED ENGINEERING
 DOCUMENTS.
 (E) IDENTIFY CLEARLY ELEMENTS OF THE DESIGN THAT VARY
 FROM THE GOVERNING STANDARDS AND DEPICT/IDENTIFY THE
 ALTERNATE METHOD USED TO ENSURE COMPLIANCE WITH THE
 STATED PURPOSE OF THESE RESPONSIBILITY RULES.
 (2) ENGINEERS SHALL LEGIBLY INDICATE THEIR NAME AND
 BUSINESS ADDRESS, ON ENGINEERING DOCUMENTS. ENGINEERING
 DOCUMENTS WHICH ARE ISSUED FOR PRELIMINARY OR
 CONCEPTUAL USE, SHALL CLEARLY NOTE THE INTENDED PURPOSE
 OF SUCH DOCUMENTS.
 (3) WHEN ELEMENTS OF THE PROJECT ARE SHOWN ON AN
 ENGINEERING DOCUMENT ONLY FOR INFORMATION OR
 CLARIFICATION AND THE ENGINEER DOES NOT INTEND TO
 ACCEPT RESPONSIBILITY FOR THE ELEMENTS, THE ENGINEER
 SHALL CLEARLY NOTE ON THE DOCUMENTS THE EXTENT OF HIS
 RESPONSIBILITY.
 (4) ENGINEERING DRAWINGS SHALL BE LEGIBLE AND CLEARLY
 DEFINE AND DELINEATE THE WORK IN THE PROJECT. THEY MUST
 ALSO COMPLY WITH CHAPTER 61G15-23, F.A.C., SEALS.
 (5) ENGINEERS SHALL CLEARLY NOTE ON ANY PRELIMINARY
 ENGINEERING DOCUMENTS THAT SUCH DOCUMENTS ARE NOT IN
 FINAL FORM, BUT ARE BEING TRANSMITTED TO THE PUBLIC
 AGENCY TO RECEIVE AGENCY REVIEWS, COMMENTS AND
 INTERPRETATIONS. THE DOCUMENTS MAY SUBSEQUENTLY BE
 REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES
 WITH THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE
 AGENCY. CHANGES, REVISIONS AND MODIFICATIONS TO A
 PROJECT MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR
 AGENCY APPROVAL ACTION ON THE SAME PROJECT.
 SPECIFIC AUTHORITY 471.033(2), 471.008 FS. LAW
 IMPLEMENTED 471.033(1)(G), 471.025(3) FS. HISTORY?NEW
 1-26-93, FORMERLY 21H-30.003, AMENDED 11-13-08.
  
 THIS DOCUMENTATION SHALL BE SUBMITTED WITH THIS MASTER
 PERMIT WITH SHOP DRAWINGS SUBMITTED BY A LICENSED FS
 CONSTRACTOR.
  
 PLEASE PROVIDE REQUIRED DETAILS IN PLAN SHEETS LAYOUT
 OR NARRATIVE FORM.
  
  
 2) THERE IS NO CIVIL PLAN THAT INDICATES A PROPOSED
 FIRE LINE, DDCV, & FDC LOCATIONS.
  
 ALL FIRE LINE UNDERGROUND SHALL BE INSTALLED UNDER
 SEPARATE PERMIT & SHOP DRAWING AND PER NFPA 24
  
 PLEASE PROVIDE PROPOSED DETAILS AND A NOTE OF
 ACKNOWLEDGEMENT.
  
  
  
 3) THERE ARE INDICATION OF CARD READERS AND DOOR
 MAGNETS.
  
 ALL ACCESS/EGRESS CONTROL SHALL BE UNDER SEPARATE
 PERMIT & SHOP DRAWINGS AND PER NFPA 101 CH. 7 MEANS OF
 EGRESS, WHERE APPLICABLE.
  
 PLEASE PROVIDE A NOTE OF ACKNOWLEDGEMENT.
  
  
  
 4) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
 5) 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 4 Status N Date 2022-06-21 Cont ID  
Sent By medwards Date 2022-06-21 Time 14:37 Rev Time 0.00
Received By medwards Date 2022-06-08 Time 13:14 Sent To  
Notes
***NONE***
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Rev No 3 Status N Date 2022-05-11 Cont ID  
Sent By rmcdouga Date 2022-05-11 Time 10:50 Rev Time 0.00
Received By rmcdouga Date 2022-03-31 Time 07:57 Sent To  
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***NONE***
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Rev No 2 Status N Date 2022-02-03 Cont ID  
Sent By rmcdouga Date 2022-02-03 Time 15:17 Rev Time 0.00
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Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2021-11-02 Cont ID  
Sent By cthroop Date 2021-11-02 Time 14:23 Rev Time 0.00
Received By cthroop Date 2021-09-17 Time 11:14 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2022-10-04 Cont ID  
Sent By lmarchan Date 2022-10-04 Time 08:49 Rev Time 0.00
Received By lmarchan Date 2022-06-21 Time 15:48 Sent To  
Notes
2022-08-17 07:39:08MU-2022-028844-0000 $70,725.67 PAID AO
2022-06-21 15:49:1106/21/22 EMAILED IMPACT FOR REVIEW-AO
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2021-10-15 Cont ID  
Sent By rmcdouga Date 2021-10-15 Time 07:05 Rev Time 0.00
Received By aoliver Date 2022-06-21 Time 15:47 Sent To  
Notes
2021-10-15 07:32:09PLANS 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 4 Status P Date 2022-06-21 Cont ID  
Sent By medwards Date 2022-06-21 Time 14:33 Rev Time 0.00
Received By medwards Date 2022-06-21 Time 14:33 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2022-04-26 Cont ID  
Sent By medwards Date 2022-04-26 Time 06:18 Rev Time 0.00
Received By medwards Date 2022-04-26 Time 06:18 Sent To  
Notes
2022-04-26 06:18:483RD REVIEW FMC
 PERMIT: 21090266
  
 CODES IN EFFECT: 2020
  
 FBC- FLORIDA BUILDING CODE
 FMC- FLORIDA MECHANICAL CODE
 FEC- FLORIDA ENERGY CONSERVATION
 FGC- FLORIDA FUEL GAS
 FEX- FLORIDA EXISTING BUILDING CODE
 FRC- FLORIDA RESIDENTIAL BUILDING CODE
 F.S.- FLORIDA STATUTES
 FAC- FLORIDA ACCESSIBILITY CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) ACCORDING TO FMC SECTION 403.3.1.1 AND TABLE
 403.3.1.1 THE CALCULATIONS FOR VENTILATION FOR THIS
 BUILDING DO NOT MEET THE MINIMUM OUTDOOR AIR
 REQUIREMENTS. PLEASE READ THE 3RD SENTENCE OF SECTION
 403.3.1.1 BELOW AS THIS SECTION TELLS US WE MUST USE
 TABLE 403.3.1.1 TO DETERMINE THE OCCUPANT COUNT FOR
 EACH SPACE AND NOT USE THE ARCHITECTS OCCUPANT COUNT.
 THE OUTDOOR AIR CALCULATIONS PRESENTED IN TIS CYCLE DO
 NOT SHOW ENOUGH OUTDOOR AIR BEING BROUGHT INTO THE
 SPACES.
 FMC 403.3.1.1 THE OCCUPANT LOAD UTILIZED FOR DESIGN OF
 THE VENTILATION SYSTEM SHALL BE NOT LESS THAN THE
 NUMBER DETERMINED FROM THE ESTIMATED MAXIMUM OCCUPANT
 LOAD RATE INDICATED IN 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 M MECHANICAL (A/C)
Rev No 2 Status F Date 2022-01-06 Cont ID  
Sent By medwards Date 2022-01-06 Time 10:57 Rev Time 0.00
Received By medwards Date 2022-01-06 Time 10:57 Sent To  
Notes
2022-01-06 10:57:271ST REVIEW FBC-2020 MECHANICAL
 PERMIT-21090266
  
 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 M10: PLEASE UNDERSTAND THAT YOU MUST CHOSE
 EITHER 2020 FBC M TABLE 403.3.1.1 OR ASHRAE 62.1-2016.
 THE DEMONSTRATION OF BLDG. VENTILATION TABLE HAS BOTH
 IN THE TITLE. PICK ONE AND USE IT TO PROVIDE THE
 OUTDOOR AIR CALCULATIONS. FBC M 403.3.1.1 STATES THAT
 YOU MUST USE TABLE 403.3.1.1 IN IT?S ENTIRETY NOT THE
 ARCHITECTURAL OCCUPANT COUNT. THE OUTDOOR AIR
 CALCULATIONS IS A 2 PART CALCULATION, THE SPACE BASED
 ON THE USE OF SPACE AND THE CFM?S FOR THE PEOPLE IN THE
 SPACE. PLEASE PROVIDE THE COMPLETE CALCULATION FOR EACH
 USE OF SPACE IN THIS BUILDING. IF YOU NEED ASSISTANCE
 WITH THIS PLEASE CONTACT ME.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2021-09-29 Cont ID  
Sent By medwards Date 2021-09-29 Time 14:12 Rev Time 0.00
Received By medwards Date 2021-09-29 Time 08:08 Sent To  
Notes
2021-09-29 14:12:271ST REVIEW FBC-2020 MECHANICAL
 PERMIT-21090266
  
 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 M-2: THE WALLS SURROUNDING THE ELECTRICAL AND
 MECHANICAL ROOMS HAVE RATED WALLS ACCORDING TO LIFE
 SAFETY SHEET. PLEASE SHOW THE REQUIRED FIRE DAMPERS
 WHERE THE MECHANICAL DUCTS PENETRATE THESE RATED WALLS.
 FBC M 607
  
 2) SHEET M-2: PLEASE PROVIDE THE CFM'S OF SUPPLY AIR
 BEING DELIVERED TO THE ELECTRICAL ROOM. FBC 107.2.1
  
 3) SHEET M-9: EF-2 IS LOCATED ON THE 2ND FLOOR. IT IS
 EXHAUSTING 11 WATER CLOSETS/URINALS AND THE JANITOR'S
 CLOSET WHICH WOULD BE A TOTAL OF 600 CFM'S OF EXHAUST.
 PLEASE ADJUST THE EF-2 CFM'S TO A MINIMUM OF 600. FBC M
 TABLE 403.3.1.1
  
 4) SHEET M-9: PLEASE PROVIDE A DETAIL FOR EF-1 AND EF-2
 TERMINATION ON THE ROOF. ARE THEY BOTH TERMINATING INTO
 THE EH-1? IF SO THE EH-1 CFM'S SHOULD BE ADJUSTED TO
 1200 CFM'S AS IT APPEARS THE CFM'S SHOWN MAY HAVE
 OMITTED THE JANITOR'S CLOSET ON THE 2ND FLOOR.
  
 5) SHEET M-10: OUTDOOR AIR CALCULATIONS: THE CURRENT
 FBC IS THE 2020 EDITION. THE FBC M REFERENCES THE
 ASHRAE 62.1-2016 EDITION, PLEASE REFERENCE THE CURRENT
 EDITION. IF YOU ARE USING ASHRAE FOR THE OUTDOOR AIR
 CALCULATIONS, PLEASE PROVIDE THE COMPLETE CALCULATIONS
 FOR EACH USE OF SPACE FOR THIS BUILDING SO THAT I CAN
 FOLLOW YOUR NUMBERS. FBC M 403.3.1.1
  
 6) SHEET M-10: VAV SCHEDULE: PLEASE CHECK THE MAX CFM'S
 FOR VAV 2-2 AS MY CALCULATIONS ARE 1535 CFM'S. FBC
 107.2.1
  
 7) SHEET M-10: VAV SCHEDULE: PLEASE CHECK THE MAX CFM'S
 FOR VAV 2-4 AS MY CALCULATIONS ARE 1265 CFM'S. FBC
 107.2.1
  
  
 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 2022-04-05 Cont ID  
Sent By jesmith Date 2022-04-05 Time 16:52 Rev Time 0.00
Received By jesmith Date 2022-04-05 Time 16:40 Sent To  
Notes
2022-04-05 16:41:0121090266 4400 BEACON CIR
  
 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.
  
 PROVISO: PER FBC 606.2(2), A DEDICATED SHUTOFF VALVE
 SHALL BE PROVIDED FOR THE HOSEBIB ON THE WATER LINE
 ROUTED TO THE CHILLER YARD. SEE P-9.
  
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2022-01-11 Cont ID  
Sent By jesmith Date 2022-01-11 Time 13:29 Rev Time 0.00
Received By jesmith Date 2022-01-06 Time 09:39 Sent To  
Notes
2022-01-11 13:27:41CODES 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 PL = FLORIDA PLUMBING CODE 2020 7TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2020 7TH EDITION
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 21090266 4400 BEACON CIR
  
 2ND REVIEW
 PLUMBING COMMENTS: DENIED
  
 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.
  
 3. PER WPB FBC 107.2.1, TO SHOW COMPLIANCE WITH FBC ACC
 CHAPTERS 2, 3 AND 6 PROVIDE PLAN AND ELEVATION DETAILS
 FOR NEW TOILET ROOM INDICATING THE FOLLOWING:
 3E) SECOND REQUEST: PROVIDE DETAIL(S) FOR DRINKING
 FOUNTAIN(S) SHOWING COMPLIANCE WITH FBC ACC 602.4,
 602.5 AND 602.7.
 3E1)NEW REQUEST: SHOW CLEAR FLOOR SPACE FOR DRINKING
 FOUNTAIN WITH FORWARD APPROACH COMPLYING WITH FBC ACC
 602.2
 3E2).NEW REQUEST: SHOW KNEE AND TOE CLEARANCE FOR
 DRINKING FOUNTAIN COMPLYING WITH FBC ACC SECTION 306
  
 6. PARTIALLY COMPLIED-SEE COMMENT 6C BELOW.
 6C) SECOND REQUEST: PER WPB FBC 107.2.1 AND FBC PL
 421.5.2, SHOW LINER SLOPED AT 2 PERCENT SLOPE AND
 SPECIFY LINER MATERIAL; INDICATE BACKING, HEIGHT OF
 LINER ABOVE THRESHOLD, AND NAILING OF LINER. SEE BELOW.
 FBC PL 421.5.2 FLOORS UNDER SHOWER COMPARTMENTS, EXCEPT
 WHERE PREFABRICATED RECEPTORS HAVE BEEN PROVIDED, SHALL
 BE LINED AND MADE WATER-TIGHT UTILIZING MATERIAL
 COMPLYING WITH SECTIONS 421.5.2.1 THROUGH 421.5.2.6
 (SPECIFY LINER MATERIAL). SUCH LINERS SHALL TURN UP ON
 ALL SIDES NOT LESS THAN 2 INCHES (51 MM) ABOVE THE
 FINISHED THRESHOLD LEVEL. LINERS SHALL BE RECESSED AND
 FASTENED TO AN APPROVED BACKING SO AS NOT TO OCCUPY THE
 SPACE REQUIRED FOR WALL COVERING AND SHALL NOT BE
 NAILED OR PERFORATED AT ANY POINT LESS THAN 1 INCH (25
 MM) ABOVE THE FINISHED THRESHOLD. LINERS SHALL BE
 PITCHED ONE-FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL
 (2-PERCENT SLOPE) AND SHALL BE SLOPED TOWARD THE
 FIXTURE DRAINS AND BE SECURELY FASTENED TO THE WASTE
 OUTLET AT THE SEEPAGE ENTRANCE, MAKING A WATER-TIGHT
 JOINT BETWEEN THE LINER AND THE OUTLET. THE COMPLETED
 LINER SHALL BE TESTED IN ACCORDANCE WITH SECTION 312.9.
  
 8. RE: P-2; KEYED PLUMBING NOTES;
 8A) SECOND REQUEST: PER WPB FBC 107.2.1, SHOW LOCATION
 OF KEY NOTE 1 ON THE FLOOR PLAN.
 8C1)NEW COMMENT REGARDING KEY NOTE 2 THE WATER SERVICE
 BACKFLOW PREVENTER AND THE SIZING:
 AMEND NOTE 2 TO INCLUDE "SEE CIVIL SHEET C-5 AND C-12
 FOR BACKFLOW PREVENTER LOCATION AND DETAIL"
  
 8B) COMPLIED
 8B1)SECOND REQUEST: PROVIDE SPECIFICATION AND DETAIL
 FOR CHILLER YARD BACKFLOW PREVENTER ON THE PLUMBING
 PLANS. TO BE CLEAR, THIS IS NOT PART OF THE CIVIL. IT
 NEEDS TO BE ON THE PLUMBING PLANS.
 8B2)NEW COMMENT: P-2; SHOW KEY NOTE 7 SYMBOL AT THE
 CHILLER YARD BACKFLOW PREVENTER.
 8B3)NEW COMMENT: P-9; SHOW WATER SUPPLY BRANCH AND
 BACKFLOW PREVENTER TO CHILLER YARD
  
 12. 12. PER WPB FBC 107.2.1, PROVIDE MANUFACTURERS
 SPECIFICATION AND A SCHEMATIC DETAIL FOR HEAT TRACE
 WIRING TO INCLUDE CONTROLS AND POWER SOURCE. COORDINATE
 WITH ELECTRICAL FOR POWER SOURCE.
 ENGINEER RESPONSE; SEE ELECTRICAL DRAWINGS FOR CONTROL
 AND POWER.
 PER WPB FBC 107.2.1, ADD TO P-2/KEY-NOTE 5 "SEE
 ELECTRICAL DRAWINGS FOR CONTROL AND POWER"
  
 14. PARTIALLY COMPLIED PER WPB FBC 107.2.1, PROVIDE
 CALCULATIONS FOR SIZING OF POTABLE WATER DISTRIBUTION.
 14A.NEW COMMENT: PLEASE ADVISE WHAT GPH STANDS FOR ON
 THE CHART. IS THIS SUPPOSED TO BE GPM?
 14B.NEW COMMENT: PER FBC PL APPENDIX E; TABLE E103.3(3)
 SUPPLY SYSTEMS PREDOMINANTLY FOR FLUSHOMETER VALVES,
 DEMAND FOR 297 WSFU IS 108 GPM.
 FIGURE E103.3(3), FRICTION LOSS IN SMOOTH PIPEA (TYPE
 L, ASTM B88 COPPER TUBING) INDICATES 2? PIPE SUPPLYING
 100 GALLONS PER MINUTE IS GREATER THAN 10 FPS WITH A
 PRESSURE DROP OF APPROXIMATELY 7.5 PSI PER 100 FEET,
 WHICH IS NOT TAKING ANYTHING INTO ACCOUNT FOR FITTINGS,
 VALVES, ETC. THE CHART NOTES THAT VELOCITIES ABOVE 5 TO
 8 FPS ARE NOT USUALLY RECOMMENDED.
 PER WPB FBC 107.2.1, PLEASE REVISIT YOUR CALCULATIONS;
 SHOW DEMAND ON YOUR CHART AND RECONSIDER THE VELOCITY
 AND PIPE SIZES.
  
 23. SECOND REQUEST: P-10: PER FBC PL 914.2, THE CIRCUIT
 VENT CONNECTION SHALL BE LOCATED BETWEEN THE TWO MOST
 UPSTREAM (CIRCUIT VENTED) FIXTURE DRAINS ON THE MAIN
 BATTERY SERVICING THE MENS AND WOMENS TOILET ROOMS.
 FIRST FLOOR CIRCUIT VENT SHALL CONNECT BETWEEN THE
 MEN?S P-2 WATER CLOSET AND WOMEN?S P-1 WATER CLOSET,
 NOT UPSTREAM OF P-1.
 SECOND FLOOR CIRCUIT VENT SHALL CONNECT BETWEEN THE TWO
 WOMEN?S P-2 WATER CLOSETS, NOT UPSTREAM OF THEM.
  
 26.SECOND REQUEST: P-10: PER FBC PL 914.4, 914.4.1,
 PROVIDE A RELIEF VENT DOWNSTREAM OF THE CIRCUIT VENTED
 FIXTURES FOR EACH CIRCUIT VENTED BATTERY WITH FOUR OR
 MORE WATER CLOSETS.
 RELIEF VENT FOR SECOND FLOOR CIRCUIT VENT SHALL BE
 DOWNSTREAM OF P-1 WATER CLOSET, NOT BETWEEN P-1 AND
 P-2.
  
  
  
 NEW COMMENT: WHAT IS THE PURPOSE OF P-12/DETAIL 2
 SHOWER HEAD. IT DOES NOT SEEM TO APPLY TO ANY CONDITION
 IN THIS PROJECT. PER WPB FBC 107.2,1, PLEASE CLARIFY.
  
  
 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 PX928
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 MOBILE 561-246-0882
 PLEASE NOTE THAT I TYPICALLY WORK ON TUESDAYS AND
 THURSDAYS
  
 21090266 4400 BEACON CIR
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2021-11-02 Cont ID  
Sent By cthroop Date 2021-11-02 Time 14:22 Rev Time 0.00
Received By jesmith Date 2022-01-06 Time 09:39 Sent To  
Notes
2021-11-02 14:23:15CODES 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 PL = FLORIDA PLUMBING CODE 2020 7TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2020 7TH EDITION
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 21090266 4400 BEACON CIR
  
 1ST REVIEW
 PLUMBING COMMENTS:
  
 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. ACCESSIBLE DETAILS ON A-900 ARE FOR A TRANSFER
 SHOWER COMPARTMENT. ID-1119 INDICATE AN ALTERNATE
 DESIGN ROLL-IN SHOWER. PER WPB FBC 107.2.1, PROVIDE
 ELEVATION VIEW OF SHOWER TO INCLUDE SIDE WALL. PROVIDE
 DIMENSIONS FOR LOCATIONS, ELEVATIONS OF SHOWER VALVE
 CONTROL ASSEMBLY, GRAB BARS. THRESHOLD; SHOW COMPLIANCE
 WITH FBC ACC 608.5.3, 608.3.3, 608.7 (NOTE, PER FBC ACC
 608.7, THRESHOLDS IN ROLL-IN TYPE SHOWER COMPARTMENTS
 SHALL BE 1/2 INCH HIGH MAXIMUM IN ACCORDANCE WITH 303.
 IN TRANSFER TYPE SHOWER COMPARTMENTS, THRESHOLDS 1/2
 INCH HIGH MAXIMUM SHALL BE BEVELED, ROUNDED, OR
 VERTICAL.)
  
 2. PER WPB FBC 107.2.1, PROVIDE MINIMUM DIMENSION OF 36
 INCHES FOR ROLL IN SHOWER ENTRY TO COMPLY WITH FBC ACC
 608.2.3.
  
 3. PER WPB FBC 107.2.1, TO SHOW COMPLIANCE WITH FBC ACC
 CHAPTERS 2, 3 AND 6 PROVIDE PLAN AND ELEVATION DETAILS
 FOR NEW TOILET ROOM INDICATING 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) SHOW DIMENSIONS; 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) PER FBC ACC 602.2, SHOW TOE AND KNEE CLEARANCE FOR
 ACCESSIBLE LAVATORIES AS REQUIRED BY FBC ACC 306.2 AND
 306.3
 ?D) MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS
 SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE
 REFLECTING SURFACE (NOT THE BOTTOM OF THE UNIT) 40
 INCHES (1015 MM) MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND.
 ?E) PROVIDE DETAIL FOR DRINKING FOUNTAIN(S) SHOWING
 COMPLIANCE WITH FBC ACC 602.4, 602.5 AND 602.7
 ?F) PLAN SHEET A101A, WOMENS SHOWER; MINIMUM ENTRY
 FINISH WIDTH SHALL BE 36 INCHES PER FBC ACC 608.2.3.
 ?G) SINK IN FIRST FLOOR BREAKROOM IS NOTED IN ELEVATION
 PLAN TO COMPLY WITH FBC ACC 606.3 FOR HEIGHT. SHOW
 CLEAR FLOOR SPACE FOR THE SINK IN ACCORDANCE WITH FBC
 ACC SECTION 305. IF A FORWARD APPROACH PROVIDE DETAIL
 SHOWING HOW KNEE AND TOE CLEARANCE IS PROVIDED AS
 REQUIRED BY FBC ACC 306.2 AND 306.3.
 ?H) IS THE SECOND FLOOR BREAKROOM SINK ACCESSIBLE? IF
 SO, SHOW CLEAR FLOOR SPACE COMPLYING WITH FBC ACC
 SECTION 305 AND PROVIDE DETAIL SHOWING COMPLIANCE WITH
 FBC ACC 606.3, 306.2 AND 306.3 AS REQUIRED.
  
 4. MINIMUM FACILITIES; PER WPB FBC 107.2.1, PROVIDE A
 MINIMUM FACILITY PLUMBING SCHEDULE SHOWING COMPLIANCE
 WITH FBC PL TABLE 403.1; INDICATE MINIMUM FIXTURES
 REQUIRED FOR THE STATED OCCUPANCY AND OCCUPANT LOAD AND
 THE ACTUAL SUPPLIED.
  
 5. PER WPB FBC 107.2.1, PROVIDE ELEVATION AND PLAN VIEW
 DRAWINGS FOR THE MENS TOILET ROOMS SIMILAR TO THAT
 SHOWN ON ID-1117 WOMENS TOILET ROOMS.
  
 6. PER WPB FBC 107.2.1, PROVIDE A SHOWER WALL/DRAIN AND
 THRESHOLD DETAIL; NOTE, PER FBC ACC 608.7, THRESHOLDS
 IN ROLL-IN TYPE SHOWER COMPARTMENTS SHALL BE 1/2 INCH
 HIGH MAXIMUM IN ACCORDANCE WITH 303. IN TRANSFER TYPE
 SHOWER COMPARTMENTS, THRESHOLDS 1/2 INCH HIGH MAXIMUM
 SHALL BE BEVELED, ROUNDED, OR VERTICAL.
 ?A) FBC PL 421.5.1 FLOORS OR RECEPTORS UNDER SHOWER
 COMPARTMENTS SHALL BE LAID ON, AND SUPPORTED BY, A
 SMOOTH AND STRUCTURALLY SOUND BASE.
 ?B) FBC PL 421.3 WASTE OUTLETS SERVING SHOWERS SHALL BE
 NOT LESS THAN 1-1/2 INCHES (38 MM) IN DIAMETER AND, FOR
 OTHER THAN WASTE OUTLETS IN BATHTUBS, SHALL HAVE
 REMOVABLE STRAINERS NOT LESS THAN 3 INCHES (76 MM) IN
 DIAMETER WITH STRAINER OPENINGS NOT LESS THAN 1/4 INCH
 (6.4 MM) IN LEAST DIMENSION. WHERE EACH SHOWER SPACE IS
 NOT PROVIDED WITH AN INDIVIDUAL WASTE OUTLET, THE WASTE
 OUTLET SHALL BE LOCATED, AND THE FLOOR PITCHED SO THAT
 WASTE FROM ONE SHOWER DOES NOT FLOW OVER THE FLOOR AREA
 SERVING ANOTHER SHOWER. WASTE OUTLETS SHALL BE FASTENED
 TO THE WASTE PIPE IN AN APPROVED MANNER.
 ?C) FBC PL 421.5.2 FLOORS UNDER SHOWER COMPARTMENTS,
 EXCEPT WHERE PREFABRICATED RECEPTORS HAVE BEEN
 PROVIDED, SHALL BE LINED AND MADE WATER-TIGHT UTILIZING
 MATERIAL COMPLYING WITH SECTIONS 421.5.2.1 THROUGH
 421.5.2.6 (SPECIFY LINER MATERIAL). SUCH LINERS SHALL
 TURN UP ON ALL SIDES NOT LESS THAN 2 INCHES (51 MM)
 ABOVE THE FINISHED THRESHOLD LEVEL. LINERS SHALL BE
 RECESSED AND FASTENED TO AN APPROVED BACKING SO AS NOT
 TO OCCUPY THE SPACE REQUIRED FOR WALL COVERING AND
 SHALL NOT BE NAILED OR PERFORATED AT ANY POINT LESS
 THAN 1 INCH (25 MM) ABOVE THE FINISHED THRESHOLD.
 LINERS SHALL BE PITCHED ONE-FOURTH UNIT VERTICAL IN 12
 UNITS HORIZONTAL (2-PERCENT SLOPE) AND SHALL BE SLOPED
 TOWARD THE FIXTURE DRAINS AND BE SECURELY FASTENED TO
 THE WASTE OUTLET AT THE SEEPAGE ENTRANCE, MAKING A
 WATER-TIGHT JOINT BETWEEN THE LINER AND THE OUTLET. THE
 COMPLETED LINER SHALL BE TESTED IN ACCORDANCE WITH
 SECTION 312.9.
  
 7. RE: P-1, PLUMBING GENERAL NOTES;
 ?A) NOTE 15, CALLS FOR PLUMBING PRECISION PRODUCT
 PR-500 TRAP PRIMER DEVICE. NOTE 37 CALLS FOR SIOUX
 CHIEF #695; DETAIL 6 ON P-11 CALLS FOR A FLUSHOMETER
 TAILPIECE TRAP PRIMER CONNECTION FOR TOILET ROOM FLOOR
 DRAINS AND ALL OTHER TO BE JOSAM 88250BB. PER WPB FBC
 107.2.1, CLARIFY AND RECONCILE. PER WPB FBC 107.2.1,
 PROVIDE DETAIL FOR APPLICABLE DEVICE.
 ?B) NOTE 11 AND 16, RECONCILE THE TWO NOTES AND ADD
 ?ALL COMPONENTS IN POTABLE WATER SYSTEM TO BE LEAD FREE
 AS REQUIRED BY FBC PL 605.2, 6.5.2.1?.
 ?C) NOTE 43 SPECIFIES SANITARY FLOOR DRAINS FOR
 DIFFERENT APPLICATIONS. SANITARY DRAWINGS INDICATE ALL
 FLOOR DRAINS AS FD-1(INCLUDES JANITORS CLOSET FLOOR
 DRAIN, TOILET ROOM FLOOR DRAINS AND MECHANICAL ROOM
 FLOOR DRAINS WHICH ARE NOTED IN P-11/DETAIL 3 AS FLOOR
 SINKS FOR CONDENSATE) EXCEPT SHOWER DRAINS ARE FD-2.
 SOME LISTED IN 43 MAY NOT APPLY. IS THE FD-1 SHOWN IN
 THE FIRST FLOOR JANITORS CLOSET THE DRAIN FOR INDIRECT
 WASTE FROM THE WATER HEATER (PROVIDE NOTE IN WATER
 HEATER DETAIL)? THE NOTE CALLS FOR A 2 INCH FLOOR DRAIN
 W/FUNNEL? P10 RISER ONLY SHOWS A 3 INCH FLOOR DRAIN.
 ADDITIONALLY, DETAI8L 3/P11 SHOWS A FLOOR SINK. PER WPB
 FBC 107.2.1, CLARIFY. PROVIDE A DRAIN SCHEDULE FOR
 FLOOR DRAINS, ROOF DRAINS AND OVERFLOW ROOF DRAINS. TAG
 EACH ITEM AND RECONCILE SCHEDULE WITH SANITARY AND
 STORM DRAWINGS WITH EACH OTHER.
  
 8. RE: P-2; KEYED PLUMBING NOTES;
 ?A) PER WPB FBC 107.2.1, SHOW LOCATION OF KEY NOTE 1 ON
 THE FLOOR PLAN.
 ?C) KEY NOTE 2 INDICATES BACKFLOW PREVENTER FOR
 BUILDING SERVICE. PER WPB FBC 107.2.1, PROVIDE
 MANUFACTURER, SPEC, MODEL AND INSTALLATION DETAIL.
 PLEASE NOTE, A SEPARATE PERMIT IS REQUIRED FOR THE
 BACKFLOW PREVENTER.
 ?B) SEE KEY NOTE 4. 3/4 INCH MAKE UP WATER TO CHILLER
 YARD REQUIRES A BACKFLOW PREVENTER PER FBC 608.3. PER
 WPB FBC 107.2.1, F.S.489 (I)(M) PROVIDE A LOCATION,
 SPECIFICATION AND DETAIL ON THE PLUMBING PLANS. ALL
 PIPE ROUTING DOWNSTREAM OF THE BACKFLOW PREVENTER SHALL
 BE SHOWN ON THE PLUMBING DRAWINGS F.S.489 (I)(M).
  
 9. RE: P-3; KEYED PLUMBING NOTES;
 ?A) KEY NOTE 2 REFERENCES CIVIL DRAWINGS. PER WPB FBC
 107.2.1, PROVIDE REQUIRED CIVIL DRAWINGS
 ?B) KEY NOTE 3 REFERENCES CIVIL DRAWINGS. PER WPB FBC
 107.2.1, PROVIDE REQUIRED CIVIL DRAWINGS
  
 10. PER WPB FBC 107.2.1, PROVIDE A PLUMBING FIXTURE
 SCHEDULE/SPECIFICATION; TAG TO MATCH PLUMBING PIPING
 DRAWINGS.
  
 11. WATER HEATER SCHEDULE & DETAIL- PER WPB FBC
 107.2.1, PROVIDE THE FOLLOWING:
 ?A) WATER HEATER DETAIL 5/P-12; PER FBC PL 607.3,
 FURNISH A THERMAL EXPANSION CONTROL DEVICE BETWEEN THE
 CHECK VALVE AND THE WATER HEATER
 ?B) PROVIDE A WATER HEATER SCHEDULE LISTING
 MANUFACTURER, MODEL NUMBER, STORAGE CAPACITY, RECOVERY,
 ENERGY EFFICIENCY AND ELECTRICAL CHARACTERISTICS
 ?C) WATER HEATER DETAIL 5/P-12; PER WPB FBC 107.2.1,
 INDICATE T&P RELIEF VALVE COMPLYING WITH FBC PL 504.4
 AND PROVIDE SIZE OF DISCHARGE PIPE COMPLYING WITH FBC
 PL 504.6.
 ?D) WATER HEATER DETAIL 5/P-12, PLAN SHEET P-2 AND P-9;
 PER WPB FBC 107.2.1, PROVIDE SIZE OF HOT AND COLD WATER
 INLET/OUTLET FOR THE WATER HEATER.
 ?E) WATER HEATER DETAIL 5/P-12; INDICATE ANTI SYPHON
 DEVICE I.E. COLD DIP TUBE OR FOR BOTTOM FED HEATER A
 VACUUM RELIEF VALVE PER FBC PL 504.1, 504.2
 ?F) WATER HEATER DETAIL 5/P-12; INDICATE INTEGRAL HEAT
 TRAPS OR PROVIDE HEAT TRAPS IN HOT AND COLD WATER
 PIPING TO WATER HEATER PER FBC EC C404.3.
  
 12. PER WPB FBC 107.2.1, PROVIDE MANUFACTURERS
 SPECIFICATION AND A SCHEMATIC DETAIL FOR HEAT TRACE
 WIRING TO INCLUDE CONTROLS AND POWER SOURCE. COORDINATE
 WITH ELECTRICAL FOR POWER SOURCE.
  
 13. HANGER DETAIL- PER WPB FBC 107.2.1, AT PIPE HANGER
 DETAIL PROVIDE A NOTE STATING, "HORIZONTAL PIPE SHALL
 BE SUPPORTED IN ACCORDANCE WITH FBC PL TABLE 308.5."
  
 14. PER WPB FBC 107.2.1, PROVIDE CALCULATIONS FOR
 SIZING OF POTABLE WATER DISTRIBUTION.
  
 15. PER FBC PL 606.2, A SHUT OFF VALVE SHALL BE
 INSTALLED ON THE WATER SUPPLY PIPE TO EACH HOSE BIB, ON
 THE MAKEUP WATER TO THE ICE MAKER AND IN THE MAKEUP
 WATER TO THE CHILLER YARD.
  
 16. FBC PL 419.5, PROVIDE TEMPERATURE LIMITING DEVICE
 TO DELIVER TEMPERED WATER TO LAVATORIES CONFORMING TO
 ASSE 1070 AND PROVIDE A DETAIL PER WPB FBC 107.2.1.
  
 17. PER FBC PL 608.1, SPECIFY AND PROVIDE A BACKFLOW
 PREVENTER ON THE MAKEUP WATER TO THE ICE MAKER.
  
 18. PER WPB FBC 107.2.1, PROVIDE A DETAIL FOR P-8 SINK
 AND ICEMAKER PIPING SHOWING PIPING ARRANGEMENT TO
 INCLUDE VALVES, BACKFLOW PREVENTER, ETC.
  
 19. P-10: PER FBC PL 708.1.3, PROVIDE A CLEAN OUT AT OR
 NEAR THE JUNCTION OF THE BUILDING DRAIN AND BUILDING
 SEWER.
  
 20. P-10: PER FBC PL 708.1.8, CLEAN OUT AT THE 90
 DEGREE TURN OF THE BUILDING DRAIN SHALL BE INSTALLED TO
 ENABLE CLEANING ONLY IN THE DIRECTION OF FLOW.
  
 21. P-10: PER WPB FBC 107.2.1, SHOW LOCATIONS OF
 CLEANOUTS INCLUDING AT BASE OF THE SOIL STACK AND
 UPSTREAM ENDS TO ALLOW CLEANING OF HORIZONTAL DRAINAGE
 PIPING (BUILDING DRAIN AND BRANCHES, FIRST AND SECOND
 FLOORS) ALLOWING CLEANING TO THE END OF THE BUILDING
 DRAIN. SHOW COMPLIANCE WITH FBC PL 708.1.1.
  
 22. P-10: PER FBC PL 914.1.1, THE SOIL STACK SERVICING
 THE SECOND FLOOR SHALL DISCHARGE DOWNSTREAM OF THE
 VENTED TOILET ROOM BATTERY.
  
 23. P-10: PER FBC PL 914.2, THE CIRCUIT VENT CONNECTION
 SHALL BE LOCATED BETWEEN THE TWO MOST UPSTREAM (CIRCUIT
 VENTED) FIXTURE DRAINS ON THE MAIN BATTERY SERVICING
 THE MENS AND WOMENS TOILET ROOMS.
  
 24. P-10: PER FBC PL 914.2 AND 914.1.1, ANOTHER CIRCUIT
 VENT CONNECTION SHALL BE LOCATED BETWEEN THE TWO WATER
 CLOSES SERVICING THE MENS AND WOMENS TOILET/SHOWER
 ROOMS.
  
 25. BRANCH TO CIRCUIT VENTED WATER CLOSES SERVICING THE
 MENS AND WOMENS TOILET/SHOWER ROOMS IS UNDERSIZED. SIZE
 IN ACCORDANCE WITH FBC PL 914.3, 914.3.1
  
 26. P-10: PER FBC PL 914.4, 914.4.1, PROVIDE A RELIEF
 VENT DOWNSTREAM OF THE CIRCUIT VENTED FIXTURES FOR EACH
 CIRCUIT VENTED BATTERY WITH FOUR OR MORE WATER CLOSETS.
  
 27. P-10: PER FBC PL 909.1, 909.2 AND 1002.3 (5),
 PROVIDE A VERTICAL VENT AT THE JUNCTION OF THE VERTICAL
 FIXTURE DRAIN AND THE HORIZONTAL PORTION CONNECTED TO
 THE URINAL.
  
 28.P-10 SHOWS ALL WATER CLOSETS IN CIRCUIT VENTED
 BATTERY TO BE FLOOR MOUNTED. ID-117 WOMENS TOILET ROOM
 ELEVATION SHOWS WALL HUNG. PER WPB FBC 107.2.1,
 CLARIFY.
  
 29. P-10; FIRST FLOOR: P-1 WATER CLOSET DOWNSTREAM OF
 P-8 SINK, FD-1 JANITORS CLOSET FLOOR DRAIN, FD-2 SHOWER
 AND P-11 MOP SINK SHALL BE INDIVIDUALLY VENTED IN
 ACCORDANCE WITH FBC PL 909.1 OR MAY BE COMMON VENTED IN
 ACCORDANCE WITH FBC PL 911, 911.2, 911.3 SECTIONS PER
 FBC PL 914.5.
  
 30. P-10: PER FBC PL 909.1 AND 914.5, JANITORS CLOSETS
 FIRST AND SECOND FLOOR; PROVIDE VENTS FOR THE MOP SINKS
 AND FOR THE FLOOR DRAINS.
  
 31. P10: SIZING IS SPOTTY. PER WPB FBC 107.2.1, PROVIDE
 SIZING BRANCHES AND FIXTURE DRAINS IN ACCORDANCE WITH
 FBC PL TABLES 709.1, 709.1(1), 709.1(2) AND 709.2.
 SIZING OF FIXTURE DRAINS MAY BE NOTED IN FIXTURE AND
 DRAIN SCHEDULES. BRANCHES SIZES SHALL BE NOTED AT EACH
 CHANGE IN SIZE AND AT CHANGES IN ELEVATION.
  
 32. PER FBC 107.2.1, A RISER DIAGRAM FOR STORM WATER
 PIPING IS REQUIRED
  
 33. PER WPB FBC 107.2.1, PROVIDE CALCULATIONS FOR
 SIZING OF STORM PIPING AND GUTTER SHOWING COMPLIANCE
 WITH FBC PL 1106.2, 1106.3 AND 1106.6. NOTE SLOPE OF
 HORIZONTAL PIPING ON THE PLANS.
  
 34. GENERAL: WHEN REVISING PLANS IN RESPONSE TO THIS
 REVIEW, WHETHER IT BE RISER DIAGRAMS, PLAN VIEWS,
 SCHEDULES, NOTES OR DETAILS, PER WPB FBC 107.2.1,
 RECONCILE ALL PLANS WITH EACH OTHER.
  
  
 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 PX928
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 MOBILE 561-246-0882
 PLEASE NOTE THAT I TYPICALLY WORK ON TUESDAYS AND
 THURSDAYS
  
 21090266 4400 BEACON CIR
  
  
  
  
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status N Date 2022-02-03 Cont ID  
Sent By rmcdouga Date 2022-02-03 Time 11:20 Rev Time 0.00
Received By rmcdouga Date 2022-02-03 Time 11:20 Sent To  
Notes
2022-02-03 11:25:50ROOFING AND WATERPROOFING PRODUCT APPROVALS AND
 SPECIFICATIONS HAVE BEEN DEFERRED AND ARE REQUIRED TO
 BE REVIEWED AND APPROVED BY THE DESIGNER OF RECORD
 BEFORE SUBMITTAL TO THE BUILDING DEPARTMENT FOR REVIEW
 AND APPROVAL. BUILDING DEPARTMENT APPROVAL IS REQUIRED
 PRIOR TO INSTALLATION.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2021-10-15 Cont ID  
Sent By rmcdouga Date 2021-10-15 Time 14:16 Rev Time 0.00
Received By rmcdouga Date 2021-10-15 Time 14:16 Sent To  
Notes
2021-10-15 14:54:40THE PRODUCT APPROVAL FOR THE TPO ROOFING, FL15894-R19,
 HAS NOT BEEN APPROVED. ONLY THE COVER SHEET WAS
 SUBMITTED. SEE BUILDING COMMENTS.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2022-06-17 Cont ID  
Sent By shill Date 2022-06-17 Time 12:31 Rev Time 0.00
Received By shill Date 2022-06-17 Time 12:30 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2022-05-11 Cont ID  
Sent By rmcdouga Date 2022-05-11 Time 09:08 Rev Time 0.00
Received By rmcdouga Date 2022-05-11 Time 09:08 Sent To  
Notes
2022-04-05 16:36:00SIGNATURES FOR PLUMBING/GAS ARE VALID. JS
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2022-02-03 Cont ID  
Sent By rmcdouga Date 2022-02-03 Time 15:14 Rev Time 0.00
Received By rmcdouga Date 2022-02-03 Time 15:14 Sent To  
Notes
2022-02-03 15:17:23TWO OF THE ENGINEERS, JIMMIE L. PERRYMAN, P.E.
 (PLUMBING AND MECHANICAL SHEETS, INCLUDING ENERGY
 CALCS.) AND EVERETT C. FENNELL, P.E. (ELECTRICAL
 SHEETS) SELF-CERTIFIED THEIR SIGNATURES. THE FLORIDA
 BOARD OF PROFESSIONAL ENGINEERS REQUIRES ENGINEERS TO
 USE AN APPROVED THIRD PARTY CERTIFICATION AGENCY TO
 CERTIFY THEIR SIGNATURES. IF YOU HAVE ANY QUESTIONS
 CONTACT THE FLORIDA BOARD OF PROFESSIONAL ENGINEERS.
 ELECTRONICALLY SUBMITTED DRAWINGS ARE REQUIRED TO HAVE
 THE ARCHITECT OR ENGINEER'S DIGITAL SIGNATURE ON THEM.
 YOU ALSO HAVE THE OPTION TO SUBMIT THE SIGNED AND
 SEALED PAPER VERSION OF DRAWINGS. AFTER THE ELECTRONIC
 PLANS HAVE BEEN APPROVED, YOU CAN SUBMIT THE
 CORRESPONDING PAPER DRAWINGS AT THE BUILDING DEPARTMENT
 TO BE VERIFIED. THE ARCHITECT OR ENGINEER'S ORIGINAL
 HANDWRITTEN SIGNATURE AND SEAL IS REQUIRED TO BE ON THE
 DRAWINGS. NO PHOTOCOPY OR OTHER FACSIMILES OF THE
 SIGNATURE ARE ACCEPTABLE. FS 487 & 61G1 OR FS 471 &
 61G15
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2021-10-20 Cont ID  
Sent By rmcdouga Date 2021-10-20 Time 16:17 Rev Time 0.00
Received By rmcdouga Date 2021-10-20 Time 16:17 Sent To  
Notes
2021-10-20 16:23:43TWO OF THE ENGINEERS, JIMMIE L. PERRYMAN AND EVERETT C.
 FENNELL SELF-CERTIFIED THEIR SIGNATURES. THE FLORIDA
 BOARD OF PROFESSIONAL ENGINEERS REQUIRES ENGINEERS TO
 USE AN APPROVED THIRD PARTY CERTIFICATION AGENCY TO
 CERTIFY THEIR SIGNATURES. IF YOU HAVE ANY QUESTIONS
 CONTACT THE FLORIDA BOARD OF PROFESSIONAL ENGINEERS.
 ELECTRONICALLY SUBMITTED DRAWINGS ARE REQUIRED TO HAVE
 THE ARCHITECT OR ENGINEER'S DIGITAL SIGNATURE ON THEM.
 YOU ALSO HAVE THE OPTION TO SUBMIT THE SIGNED AND
 SEALED PAPER VERSION OF DRAWINGS. AFTER THE ELECTRONIC
 PLANS HAVE BEEN APPROVED, YOU CAN SUBMIT THE
 CORRESPONDING PAPER DRAWINGS AT THE BUILDING DEPARTMENT
 TO BE VERIFIED. THE ARCHITECT OR ENGINEER'S ORIGINAL
 HANDWRITTEN SIGNATURE AND SEAL IS REQUIRED TO BE ON THE
 DRAWINGS. NO PHOTOCOPY OR OTHER FACSIMILES OF THE
 SIGNATURE ARE ACCEPTABLE. FS 487 & 61G1 OR FS 471 &
 61G15
Review Stop Z ZONING
Rev No 5 Status P Date 2022-06-14 Cont ID  
Sent By kdefranc Date 2022-06-14 Time 11:36 Rev Time 0.00
Received By kdefranc Date 2022-06-14 Time 11:35 Sent To  
Notes
2022-06-14 11:36:286/14/22 ? PASSED
  
 PROVISO:
 SHALL PROVIDE AS-BUILTS AND OBTAIN AN APPROVAL FOR THE
 AMENDMENTS TO THE APPROVED PLANNED DEVELOPMENT PRIOR TO
 ISSUANCE OF CERTIFICATE OF OCCUPANCY.
  
  
 KEVIE DEFRANC
 PLANNER - PLANNING DIVISION
 [email protected]
 561-822-1449
  
Review Stop Z ZONING
Rev No 4 Status P Date 2022-06-06 Cont ID  
Sent By kdefranc Date 2022-06-06 Time 12:49 Rev Time 0.00
Received By kdefranc Date 2022-06-06 Time 12:40 Sent To  
Notes
2022-06-06 12:40:566/6/22 ? PASSED
  
 SHALL PROVIDE AS-BUILTS AND OBTAIN AN APPROVAL FOR THE
 AMENDMENTS TO THE APPROVED PLANNED DEVELOPMENT PRIOR TO
 ISSUANCE OF CERTIFICATE OF OCCUPANCY.
  
  
 KEVIE DEFRANC
 PLANNER - PLANNING DIVISION
 [email protected]
 561-822-1449
  
Review Stop Z ZONING
Rev No 3 Status F Date 2022-04-08 Cont ID  
Sent By kdefranc Date 2022-04-08 Time 16:17 Rev Time 0.00
Received By kdefranc Date 2022-04-08 Time 16:16 Sent To  
Notes
2022-04-08 16:17:184/8/22 ? FAILED
  
 PREVIOUS REVIEW COMMENT:
 SITE PLAN DOES NOT MATCH APPROVED SITE PLAN ON FILE
 WITH THE CITY OF WPB PLANNING DIVISION. MINOR AMENDENT
 TO CHANGE APPROVED SITE PLAN. [NOT SATISFIED]
  
 ADDITIONAL REVIEW COMMENT:
 REQUIRES PRIOR APPROVAL OF MAJOR AMENDMENT TO PD FOR
 DETECTED CHANGES TO THE SITE PLAN.
  
  
 KEVIE DEFRANC
 PLANNER - PLANNING DIVISION
 [email protected]
 561-822-1449
  
Review Stop Z ZONING
Rev No 2 Status F Date 2022-02-02 Cont ID  
Sent By avann Date 2022-02-02 Time 15:49 Rev Time 0.00
Received By ajones Date 2022-02-02 Time 15:49 Sent To  
Notes
2022-02-02 15:52:182/2/22- FAILED. SITE PLAN DOES NOT MATCH APPROVED SITE
 PLAN ON FILE WITH THE CITY OF WPB PLANNING DIVISION.
 MINOR AMENDENT TO CHANGE APPROVED SITE PLAN.
  
 ANGELLA VANN, AICP
 561-822-1441
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date   Cont ID  
Sent By awooten Date 2021-10-08 Time   Rev Time  
Received By   Date 2021-10-08 Time   Sent To  
Notes
2021-10-08 11:36:34******ZONING REVIEW FAILED*******
  
 SUBMIT THE CONDITIONAL APPROVAL LETTER ISSUED BY THE
 PLANNING DIVISION.
  
 THE FOLLOWING IS A CONDITION OF APPROVAL:
  
 PRIOR TO THE ISSUANCE OF ANY PERMIT A UNITY OF TITLE
 SHALL BE RECORDED FOR ALL THREE (3) LOTS (LOTS 6, 7 AND
 8). APPLICATION FOR UNITY OF TITLE SHALL BE MADE
 THROUGH THE CITY'S ENGINEERING SERVICES DEPARTMENT. (IF
 A REPLAT IS REQUIRED AFTER A UNITY OF TITLE HAS BEEN
 RECORDED, THE UNITY OF TITLE WILL NEED TO BE RELEASED.)
  
 FURTHER COMMENTS MAY FOLLOW ADDITIONAL REVIEW.
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]
  


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