Plan Review Details - Permit 19040465
Plan Review Stops For Permit 19040465
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2019-06-28 Cont ID  
Sent By dbattles Date 2019-06-28 Time 16:07 Rev Time 0.00
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Notes
***NONE***
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2019-05-31 Cont ID  
Sent By rmcdouga Date 2019-05-31 Time 09:31 Rev Time 0.00
Received By rmcdouga Date 2019-05-31 Time 07:18 Sent To  
Notes
2019-05-31 09:31:15ADDRESSING
  
 THE PERMIT CAN NOT BE ISSUED UNTIL AN ADDRESS HAS BEEN
 ASSIGNED TO THE PROPERTY.
 FOR ADDRESSING, PLEASE CONTACT (PREFERABLY VIA EMAIL):
 MICHAEL ORIO
 GIS SUPPORT SPECIALIST
 [email protected]
 CITY OF WEST PALM BEACH
 INFORMATION TECHNOLOGY DEPARTMENT
 401 CLEMATIS STREET, WEST PALM BEACH, FLORIDA 33401
 P: 561.494.1080
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2019-08-21 Cont ID  
Sent By dbattles Date 2019-08-21 Time 08:13 Rev Time 0.00
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Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2019-06-28 Cont ID  
Sent By dbattles Date 2019-06-28 Time 16:07 Rev Time 0.00
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Notes
2019-06-28 16:08:0719040463 PROVISOS:
 1) SEE DEFERRED SUBMITTALS LIST ON SHEET CHLS-0.1.1
 2) AIPP COMPLIANCE REQUIRED; VERIFICATION REQUIRED
 PRIOR TO C.O.
 CONTACT WITHIN 90 DAYS OF PERMIT ISSUANCE.
 3) SHORING/RESHORE ENGINEERING IS REQUIRED TO BE
 SUBMITTED TO THE BUILDING DIVISION FOR REVIEW. THE
 ENGINEERING IS TO BE SUBMITTED, REVIEWED AND ISSUED
 PRIOR TO CONCRETE POUR.
 4) SEPARATE PERMITS (APPLICATIONS, PLANS, AND FEES) ARE
 REQUIRED FOR:
 LIGHT POLES/SITE LIGHTING
 FIRE ALARM
 FIRE SPRINKLER
 LOW VOLTAGE
 ACCESS
 LANDSCAPING
 IRRIGATION
 PARKING LOT
 ALL OTHER ITEMS OTHER THAN BMEP
 5) CONSTRUCTION HOURS - 7AM TO 7PM MON-FRI, 8AM TO 8PM
 SAT-SUN
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2019-05-31 Cont ID  
Sent By dbattles Date 2019-05-31 Time 09:56 Rev Time 0.00
Received By dbattles Date 2019-05-31 Time 09:56 Sent To  
Notes
2019-05-31 09:59:06****CORRECTIONS****
 W.P.B. PERMIT: 19040465
 REVIEWED: MAY 31, 2019
  
 DYLAN BATTLES
 BUILDING PLANS EXAMINER PX4191
 [email protected]
 561-805-6718
  
 FBC[AMENDED] = FLORIDA BUILDING CODE,6TH EDITION (2017)
 FBC[B] = FBC BUILDING
 FBC[EXISTING] = FBC EXISTING BUILDING
 FBC[A] = FBC ACCESSIBILITY
 FBC[E] = FBC ENERGY CONSERVATION
 FBC[R] = FBC RESIDENTIAL
  
 1. ART IN PUBLIC PLACES. THE CITY OF WEST PALM BEACH
 ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES
 TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH
 THE PERMIT APPLICATION WAS SUBMITTED AFTER 6/29/14, AND
 THE TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR
 GREATER THAN $750,000 WILL NEED TO COMPLY WITH THIS
 ORDINANCE. PER CITY OF WEST PALM BEACH ORDINANCE NO.
 4504-14, AND CITY OF WEST PALM BEACH CODE OF
 ORDINANCES, ARTICLE V, ART IN PUBLIC PLACES, SECTION
 78-123(A) AND SECTION 78-126(A), THE ART ASSESSMENT IS
 1% OF THE TOTAL PROJECT CONSTRUCTION COST. PER CITY OF
 WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V, ART IN
 PUBLIC PLACES, SECTION 78-122, RENOVATION AND NEW
 CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO THE
 ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS. SEC. 78-129. - PUBLIC ART ASSESSMENT FOR
 PRIVATE DEVELOPMENT. (A) APPLICABILITY. THE PROVISIONS
 OF THIS ARTICLE AND THE PUBLIC ART ASSESSMENT SECTION
 SHALL APPLY TO 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
 $750,000.00. ALL BUILDINGS WITHIN NEW PLANNED
 DEVELOPMENTS SHALL BE ASSESSED CUMULATIVELY TOWARDS
 THIS ART IN PUBLIC PLACES REQUIREMENT, EVEN IF THE
 BUILDINGS ARE PERMITTED SEPARATELY OR DEVELOPED IN
 PHASES. THE PROVISIONS OF THIS SECTION APPLY TO NEW
 DEVELOPMENT OR NEW CONSTRUCTION WITHIN EXISTING PLANNED
 DEVELOPMENTS.
 - THIS PROJECT MEETS THE CRITERIA TO PROVIDE AIPP.
 PLEASE CONTACT: MS. SYBILLE WELTER ART IN PUBLIC PLACES
 COORDINATOR 822-1515 E-MAIL: [email protected]
  
 2. F.S. 553.79(5) THRESHOLD BUILDING.
 THIS PROJECT MEETS THE DEFINITION OF A THRESHOLD
 BUILDING. THE FOLLOWING IS REQUIRED PRIOR TO
 COMMENCEMENT.
 A) COMPLETE THE THRESHOLD / SPECIAL INSPECTOR AGREEMENT
 OF UNDERSTANDING; THIS HAS BEEN SENT VIA EMAIL TO
 CONTRACTOR. IF PDF OF AGREEMENT IS NEEDED PLEASE
 CONTACT THE BUILDING PLAN REVIEWER AND THEY WILL
 PROVIDE VIA E-MAIL.
 B) PROVIDE RESUMES AND COPIES OF LICENSES FOR ALL
 PROPOSED INSPECTORS. PLEASE INCLUDE AS MANY ADDITIONAL
 INSPECTORS AS POSSIBLE BECAUSE THESE ARE THE ONLY
 PEOPLE THAT THE CHIEF BUILDING INSPECTOR WILL ALLOW TO
 BE ON-SITE.
 C) ALL PLANS ARE TO INCLUDE THE THRESHOLD STATEMENT
 REQUIRED BY FS553.79(7)(D). ?ALL PLANS FOR THE BUILDING
 WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE
 ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT
 THAT, TO THE BEST OF THE ARCHITECT?S OR ENGINEER?S
 KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE
 APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE
 FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS CHAPTER 553 AND
 CHAPTER 633.?
 D) THRESHOLD INSPECTION PLAN REQUIRED, FS553.79(5)A).
 - THERE IS A SIMILAR STATEMENT LIKE ITEM C IN THE
 COMMENT ABOVE ON STRUCTURAL SHEETS, BUT IT NEEDS TO BE
 THE STATEMENT IN QUOTES FROM ITEM C ABOVE. ADD
 THRESHOLD INSPECTION PLAN.
  
 3. 319 FBC[R] ADDRESS IS NEEDED FOR THIS LOT. THE
 PERMIT CANNOT BE ISSUED UNTIL AND ADDRESS HAS BEEN
 ASSIGNED TO THE PROPERTY.
 - PLEASE CALL MICHAEL ORIO BY PHONE AT 561-494-1080, OR
 BY E-MAIL [email protected]
  
 4. 103.1.1.2 FBC[CE] CODE COMPLIANCE CERTIFICATION. THE
 BUILDING?S OWNER, THE OWNER?S ARCHITECT, OR OTHER
 AUTHORIZED AGENT LEGALLY DESIGNATED BY THE OWNER SHALL
 CERTIFY THAT THE BUILDING IS IN COMPLIANCE WITH THE
 CODE, AS PER SECTION 553.907, FLORIDA STATUTES, PRIOR
 TO RECEIVING THE PERMIT TO BEGIN CONSTRUCTION OR
 RENOVATION.
 - HAVE THE RESPONSIBLE PARTIES SIGN THE ENERGY
 CALCULATIONS.
  
 5. 401.2 FBC[CE] APPLICATION. COMMERCIAL BUILDINGS
 SHALL COMPLY WITH ONE OF THE FOLLOWING:
 A. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1,
 EXCLUDING SECTION 9.4.1.1(G) OF THE STANDARD.
 B. THE REQUIREMENTS OF SECTIONS C402 THROUGH C405. IN
 ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY WITH
 SECTION C406 AND TENANT SPACES SHALL COMPLY WITH
 SECTION C406.1.1.
 C. THE REQUIREMENTS OF SECTIONS C402.5, C403.2, C404,
 C405.2, C405.3, C405.5, C405.6 AND C407. THE BUILDING
 ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85 PERCENT
 OF THE STANDARD REFERENCE DESIGN BUILDING.
 - WHICH METHOD OF COMPLIANCE IS BEING UTILIZED? PROVIDE
 DOCUMENTATION TO SHOW HOW IT IS BEING IMPLEMENTED.
  
 6. 705.8.1 ALLOWABLE AREA OF OPENINGS. THE MAXIMUM AREA
 OF UNPROTECTED AND PROTECTED OPENINGS PERMITTED IN AN
 EXTERIOR WALL IN ANY STORY OF A BUILDING SHALL NOT
 EXCEED THE PERCENTAGES SPECIFIED IN TABLE 705.8.
 - VERIFY THAT OPENINGS ON THE LEFT ELEVATION ARE LESS
 THAN 25 PERCENT OF WALL AREA.
  
 7. 228.2 FBC[A] MAIL BOXES. WHERE MAIL BOXES ARE
 PROVIDED IN AN INTERIOR LOCATION, AT LEAST 5 PERCENT,
 BUT NO FEWER THAN ONE, OF EACH TYPE SHALL COMPLY WITH
 309. IN RESIDENTIAL FACILITIES, WHERE MAIL BOXES ARE
 PROVIDED FOR EACH RESIDENTIAL DWELLING UNIT, MAIL BOXES
 COMPLYING WITH 309 SHALL BE PROVIDED FOR EACH
 RESIDENTIAL DWELLING UNIT REQUIRED TO PROVIDE MOBILITY
 FEATURES COMPLYING WITH 809.2 THROUGH 809.4.
 - IS THIS THE MAILROOM THAT SERVES ALL RESIDENTIAL?
  
 8. 308.2.1 FBC[A] UNOBSTRUCTED. WHERE A FORWARD REACH
 IS UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 48
 INCHES (1220 MM) MAXIMUM AND THE LOW FORWARD REACH
 SHALL BE 15 INCHES (380 MM) MINIMUM ABOVE THE FINISH
 FLOOR OR GROUND.
 - PROVIDE DETAIL FOR REACH RANGE IN THE MAILROOM.
  
 9. 804 FBC[A] KITCHENS AND KITCHENETTES. THROUGH
 KITCHEN OR U KITCHEN
 - PLEASE PROVIDE DETAILS FOR B.O.H., COFFEE BAR AND
 GALLEY KITCHEN.
  
 10. 716.5 FBC TABLE[B] OPENING FIRE PROTECTION
 ASSEMBLIES, RATINGS AND MARKINGS
 - CHECK FIRE RATINGS FOR DOOR TYPE 3 FOR ENTRY INTO
 INTERIOR STAIRWAYS. ALSO, LOOK AT ALLOWABLE FOR GLASS
 TYPE SINCE THE DOOR TYPE STATES A 12X12 VISION PANEL
 WILL BE INCLUDED.
  
 11. 906.1 FBC[B] WHERE REQUIRED. PORTABLE FIRE
 EXTINGUISHERS SHALL BE INSTALLED IN ALL OF THE
 FOLLOWING LOCATIONS: IN GROUP A, B, E, F, H, I, M, R-1,
 R-2, R-4 AND S OCCUPANCIES.
 - (SEE EXCEPTIONS AND REQUIREMENTS) I SEE SYMBOLS ON
 LIFE SAFETY KEY, BUT I DO NOT SEE ANY LOCATED ON PLANS.
 PLEASE SHOW LOCATIONS WHERE FIRE EXTINGUISHERS WILL BE
 INSTALLED, OR INDICATE WHAT PAGE THEY ARE ON.
  
 12. 401.4 FBC[R] PROVIDE SOIL REPORT TO SHOW BEARING
 CAPACITY AND FOUNDATION RECOMMENDATIONS.
 - ADD TO SUPPORTING DOCUMENTS FILE IN PROJECTDOX.
  
 13. 107.3.4.1 FBC[AMENDED] DEFERRED SUBMITTALS. FOR THE
 PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS ARE
 DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT
 SUBMITTED AT THE TIME OF THE APPLICATION AND THAT ARE
 TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A
 SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL
 HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION
 DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
 - PLEASE PROVIDE A LIST OF DEFERRED SUBMITTALS THAT
 WILL BE SUPPLIED AT A LATER DATE, OR INDICATE WHICH
 PAGE A LIST CAN BE FOUND.
  
 14. 107.3.4.1 FBC[AMENDED] PROVIDE PRODUCT APPROVALS
 FOR ROOFING, OR INDICATE THAT YOU WOULD LIKE THEM
 DEFERED.
 - FOR TILE ROOF INCLUDE PRODUCT APROVAL FOR ATTACHMENT.
  
 15. 107.3.4.1 FBC[AMENDED] SUBMIT TRUSS SHOP DRAWINGS
 TO THE BUILDING INSPECTOR PRIOR TO INSTALLATION.
 - THE TRUSS SUBMITTAL CAN BE APPROVED NOW IF PUT IN
 SUPPORTING DOCUMENTS AS A SUBMITTAL, OR IT CAN BE
 DEFERRED. IF DEFERED THE TRUSS PACKAGE NEEDS TO BE
 REVIEWED BY BUILDING INSPECTOR PRIOR TO INSTALLATION.
  
 16. 1014 FBC [B] GUARDS AND HANDRAILS. 1607.8 FBC [B]
 LOADS ON HANDRAILS AND GUARDRAILS. PROVIDE HANDRAIL AND
 GUARDRAIL ENGINEERING, OR INDICATE THAT YOU WOULD LIKE
 IT DEFERRED.
 -
  
 17. 806.3 FBC[B] COMBUSTIBLE DECORATIVE MATERIALS. IN
 OTHER THAN GROUP I-3, CURTAINS, DRAPERIES, FABRIC
 HANGINGS AND SIMILAR COMBUSTIBLE DECORATIVE MATERIALS
 SUSPENDED FROM WALLS OR CEILINGS SHALL COMPLY WITH
 SECTION 806.4 AND SHALL NOT EXCEED 10 PERCENT OF THE
 SPECIFIC WALL OR CEILING AREA TO WHICH SUCH MATERIALS
 ARE ATTACHED. FIXED OR MOVABLE WALLS AND PARTITIONS,
 PANELING, WALL PADS AND CRASH PADS APPLIED STRUCTURALLY
 OR FOR DECORATION, ACOUSTICAL CORRECTION, SURFACE
 INSULATION OR OTHER PURPOSES SHALL BE CONSIDERED
 INTERIOR FINISH SHALL COMPLY WITH SECTION 803 AND SHALL
 NOT BE CONSIDERED DECORATIVE MATERIALS OR FURNISHINGS.
 (SEE EXCEPTIONS FOR 806.3)
 - IF APPLICABLE THIS CAN BE ADDED TO DEFERRED SUBMITTAL
 LIST.
  
 18. 1210.2.2 FBC[B] WALLS AND PARTITIONS. WALLS AND
 PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS AND
 WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT
 SURFACE, TO A HEIGHT OF NOT LESS THAN 4 FEET 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. EXCEPTION: THIS
 SECTION DOES NOT APPLY TO THE FOLLOWING BUILDINGS AND
 SPACES: 1. DWELLING UNITS AND SLEEPING UNITS. 2. TOILET
 ROOMS THAT ARE NOT ACCESSIBLE TO THE PUBLIC AND THAT
 HAVE NOT MORE THAN ONE WATER CLOSET. ACCESSORIES SUCH
 AS GRAB BARS, TOWEL BARS, PAPER DISPENSERS AND SOAP
 DISHES, PROVIDED ON OR WITHIN WALLS, SHALL BE INSTALLED
 AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM
 MOISTURE.
 - NOTE 18 ON SHEET CH-5.1 CALLS FOR PUBLIC BATHROOMS TO
 HAVE SURFACE UP TO 5 FEET. CAN THIS NOTE BE ADDED TO
 SHEET CH-5.3 SINCE THE BATHROOM ELEVATIONS DON?T SHOW
 WALL MATERIAL?
  
 NOTES:
  
 -PLEASE PROVIDE COMMENT RESPONSE SHEET TO EXPLAIN HOW
 EACH COMMENT IS BEING ADDRESSED.
  
 -ADDITIONAL COMMENTS MAY BE FORTHCOMING PENDING REVIEW
 OF MATERIALS REQUESTED.
  
 PLEASE FEEL FREE TO CONTACT ME AT 561-805-6718 (M-F
 8-5) TO DISCUSS COMMENTS, OR E-MAIL ANYTIME
 [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2019-08-23 Cont ID  
Sent By jpearson Date 2019-08-23 Time 07:10 Rev Time 0.00
Received By jpearson Date 2019-08-23 Time 07:10 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2019-07-22 Cont ID  
Sent By jpearson Date 2019-07-22 Time 14:06 Rev Time 0.00
Received By jpearson Date 2019-07-22 Time 14:06 Sent To  
Notes
2019-07-22 14:06:50CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. ELECTRICAL ISSUES RESOLVED. HOWEVER, 100% DOCUMENTS
 MUST BE SUBMITTED FOR APPROVAL. PROVIDE CORRECTION. WPB
 FBC 107.2.1
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE THE PREVIOUSLY
 REVIEWED SHEETS. ONE COPY OF THE PREVIOUSLY REVIEWED
 SHEETS SHOULD REMAIN IN PACKAGE AND BE MARKED OLD
 SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2019-05-23 Cont ID  
Sent By jpearson Date 2019-05-23 Time 12:17 Rev Time 0.00
Received By jpearson Date 2019-05-22 Time 11:01 Sent To  
Notes
2019-05-23 12:17:31CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PROVIDE GFCI PROTECTED RECEPTACLE OUTLET FOR
 SERVICING OF A/C EQUIPMENT WITHIN 25 FEET OF THE
 EQUIPMENT PER CODE. PROVIDE CORRECTION FOR UNIT CU-1.
 NEC 210.63
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE THE PREVIOUSLY
 REVIEWED SHEETS. ONE COPY OF THE PREVIOUSLY REVIEWED
 SHEETS SHOULD REMAIN IN PACKAGE AND BE MARKED OLD
 SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2019-07-15 Cont ID  
Sent By rrossano Date 2019-07-15 Time   Rev Time 0.00
Received By rrossano Date 2019-07-15 Time   Sent To  
Notes
2019-07-15 07:21:53PASSED WITH PROVISO:
  
 PLEASE UPDATE ALL CITY OF WPB STANDARD DETAILS AND
 NOTES TO MOST CURRENT VERSION (INCLUDING PRESSURE PIPE
 AND WATER SERVICE DETAILS) WHICH CAN BE FOUND HERE: HTT
 PS://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/ENGIN
 EERING-STANDARDS-DETAILS
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
  
 RICK ROSSANO
 PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1098
 FAX: (561) 494-1116
 MOBILE: (561) 246-9525
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 MANNY GONZALEZ
 SENIOR ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 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 1 Status F Date 2019-04-30 Cont ID  
Sent By shill Date 2019-04-30 Time 10:28 Rev Time 0.00
Received By shill Date 2019-04-30 Time 10:28 Sent To  
Notes
2019-04-30 10:28:59CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT
 APPLICATION IF REQUIRED
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
 ENGINEERING APPROVAL REQUIRED PRIOR TO PERMIT ISSUANCE
  
 MAIN PHONE: (561) 822-1200
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2019-08-21 Cont ID  
Sent By pleduc Date 2019-08-21 Time   Rev Time 0.00
Received By pleduc Date 2019-08-21 Time 09:22 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2019-06-21 Cont ID  
Sent By pleduc Date 2019-06-21 Time   Rev Time 0.00
Received By pleduc Date 2019-06-21 Time 11:07 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2019-04-24 Cont ID  
Sent By pleduc Date 2019-04-24 Time   Rev Time 0.00
Received By pleduc Date 2019-04-24 Time 13:35 Sent To  
Notes
2019-04-24 13:44:38THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET A OCH - UNDER THE FIRE SPRINKLER AND FIRE
 ALARM, NO INFORMATION IS INDICATED.
  
 PER NFPA 101, CHAPTER 12, ASSEMBLY OCCUPANCIES, A FIRE
 SPRINKLER AND FIRE ALARM SYSTEM IS REQUIRED.
  
 PLEASE PROVIDE THE APPLICABLE INFORMATION IN THIS AREA.
  
  
  
 2) SHEET C 6 00 - A FIRE MAIN WITH A FDC IS INDICATED
 AS GOING INTO THE BUILDING.
  
 PER # 1 ABOVE PLEASE INDICATE THE APPLIOCABLE
 INFORMATION AS REQUIRED.
  
  
  
 3) FIRE SPRINKLER SYSTEMS ARE REQUIRED TO HAVE F.A.C.
 61G INFORMATION AND SUBMITTED WITH THIS MASTER PERMIT.
  
 PER FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004,
 FIRE PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
 POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
 APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
 CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
 SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
 AND ANY PERFORMANCE BASED INFORMATION SUCH AS
 PRE-ENGINEERED SYSTEMS.
  
 61G15-30.003 MINIMUM REQUIREMENTS FOR ENGINEERING
 DOCUMENTS.
 (1) ENGINEERING DOCUMENTS ARE PREPARED IN THE COURSE OF
 PERFORMING ENGINEERING SERVICES. WHEN PREPARED FOR
 INCLUSION WITH AN APPLICATION FOR A GENERAL BUILDING
 PERMIT, THE DOCUMENTS SHALL MEET ALL ENGINEER?S
 RESPONSIBILITY RULES, SET FORTH IN CHAPTERS 61G15-31,
 61G15-32, 61G15-33, AND 61G15-34, F.A.C., AND BE OF
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
 EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT
 WILL CONFORM TO THE PROVISIONS OF THE FLORIDA BUILDING
 CODE, ADOPTED IN SECTION 553.73, F.S., AND APPLICABLE
 LAWS, ORDINANCES, RULES AND REGULATIONS, AS DETERMINED
 BY THE AHJ. THE DOCUMENTS SHALL INCLUDE:
 (A) INFORMATION THAT PROVIDES MATERIAL SPECIFICATIONS
 REQUIRED FOR THE SAFE OPERATION OF THE SYSTEM THAT IS A
 RESULT OF ENGINEERING CALCULATIONS, KNOWLEDGE AND
 EXPERIENCE.
 (B) LIST FEDERAL, STATE, MUNICIPAL, AND COUNTY
 STANDARDS, CODES, ORDINANCES, LAWS, AND RULES, WITH
 THEIR EFFECTIVE DATES, THAT THE ENGINEERING DOCUMENTS
 ARE INTENDED TO CONFORM TO.
 (C) INFORMATION, AS DETERMINED BY THE ENGINEER OF
 RECORD, NEEDED FOR THE SAFE AND EFFICIENT OPERATION OF
 THE SYSTEM.
 (D) LIST ENGINEERING DESIGN CRITERIA; REFERENCE PROJECT
 SPECIFIC STUDIES, REPORTS, AND DELEGATED ENGINEERING
 DOCUMENTS.
 (E) IDENTIFY CLEARLY ELEMENTS OF THE DESIGN THAT VARY
 FROM THE GOVERNING STANDARDS AND DEPICT/IDENTIFY THE
 ALTERNATE METHOD USED TO ENSURE COMPLIANCE WITH THE
 STATED PURPOSE OF THESE RESPONSIBILITY RULES.
 (2) ENGINEERS SHALL LEGIBLY INDICATE THEIR NAME AND
 BUSINESS ADDRESS, ON ENGINEERING DOCUMENTS. ENGINEERING
 DOCUMENTS WHICH ARE ISSUED FOR PRELIMINARY OR
 CONCEPTUAL USE, SHALL CLEARLY NOTE THE INTENDED PURPOSE
 OF SUCH DOCUMENTS.
 (3) WHEN ELEMENTS OF THE PROJECT ARE SHOWN ON AN
 ENGINEERING DOCUMENT ONLY FOR INFORMATION OR
 CLARIFICATION AND THE ENGINEER DOES NOT INTEND TO
 ACCEPT RESPONSIBILITY FOR THE ELEMENTS, THE ENGINEER
 SHALL CLEARLY NOTE ON THE DOCUMENTS THE EXTENT OF HIS
 RESPONSIBILITY.
 (4) ENGINEERING DRAWINGS SHALL BE LEGIBLE AND CLEARLY
 DEFINE AND DELINEATE THE WORK IN THE PROJECT. THEY MUST
 ALSO COMPLY WITH CHAPTER 61G15-23, F.A.C., SEALS.
 (5) ENGINEERS SHALL CLEARLY NOTE ON ANY PRELIMINARY
 ENGINEERING DOCUMENTS THAT SUCH DOCUMENTS ARE NOT IN
 FINAL FORM, BUT ARE BEING TRANSMITTED TO THE PUBLIC
 AGENCY TO RECEIVE AGENCY REVIEWS, COMMENTS AND
 INTERPRETATIONS. THE DOCUMENTS MAY SUBSEQUENTLY BE
 REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES
 WITH THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE
 AGENCY. CHANGES, REVISIONS AND MODIFICATIONS TO A
 PROJECT MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR
 AGENCY APPROVAL ACTION ON THE SAME PROJECT.
 SPECIFIC AUTHORITY 471.033(2), 471.008 FS. LAW
 IMPLEMENTED 471.033(1)(G), 471.025(3) FS. HISTORY?NEW
 1-26-93, FORMERLY 21H-30.003, AMENDED 11-13-08.
  
  
 61G15-32.003 COMMON REQUIREMENTS TO ALL FIRE PROTECTION
 ENGINEERING DOCUMENTS.
 (1) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL PROVIDE THE ENGINEERING REQUIREMENTS TO BE USED
 IN THE PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS AND TO INDICATE THE NATURE AND SCOPE OF THE
 WORK, AND TO DESCRIBE, DETAIL, DIMENSION, LABEL AND
 DEFINE THE FIRE PROTECTION COMPONENTS, SYSTEM(S),
 MATERIALS, ASSEMBLIES, EQUIPMENT AND ITS STRUCTURAL AND
 UTILITY SUPPORT SYSTEM(S), INSOFAR AS THEY INVOLVE THE
 SAFEGUARDING OF LIFE, HEALTH OR PROPERTY.
 (2) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL SPECIFY THE APPLICABLE REQUIREMENTS FOR THE
 ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND
 COMPONENTS, WHICH SHALL BE BASED UPON APPLICABLE CODES
 AND STANDARDS, WHERE AVAILABLE.
 (3) THE OCCUPANCY OF THE AREA OR DESCRIPTION OF A
 SPECIFIC HAZARD BEING PROTECTED BY THE FIRE PROTECTION
 SYSTEM(S) SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (4) THE APPLICABLE CODE AND STANDARD TO BE USED IN THE
 PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS. WHEN CODES AND STANDARDS ARE NOT
 AVAILABLE OR APPLICABLE, AND SAID LAYOUT DOCUMENTS ARE
 TO BE BASED ON ENGINEERING JUDGMENT, ANY REASONS AND
 ASSUMPTIONS MADE TO DEVELOP THE FIRE PROTECTION CONCEPT
 SHALL BE IDENTIFIED ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (5) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS REQUIRED
 BY THE FIRE PROTECTION SYSTEM SHALL BE SHOWN ON THE
 FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS AND SHALL
 BE REFERENCED ON STRUCTURAL ENGINEERING DOCUMENTS.
 (6) WHEN LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATION
 FROM THE ENGINEER OF RECORD'S FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENT, SUCH LAYOUT DOCUMENTS ARE NOT
 COMPLIANT UNLESS THEY ARE ACCOMPANIED BY REVISED
 ENGINEERING DOCUMENTS MADE AND SEALED BY THE ENGINEER
 OF RECORD FOR THE FIRE PROTECTION SYSTEM.
 (7) REQUIREMENTS FOR ACTIVATION CONTROL SYSTEMS,
 SEQUENCE, OPERATING PARAMETERS, INTERLOCKS, SAFETY
 RELATED DEVICES, INDICATORS AND ALARMS, SHALL BE SHOWN
 ON THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS,
 UNLESS SHOWN ON OTHER RELATED DOCUMENTS.
 (8) ANY INFORMATION DEEMED APPROPRIATE BY THE ENGINEER
 OF RECORD TO ASSIST THE AUTHORITY HAVING JURISDICTION
 IN UNDERSTANDING THE OWNER?S INTENDED USE AND PROPOSED
 PROTECTION OF THE BUILDING OR FACILITY AND TO PROVIDE
 SUFFICIENT DIRECTION TO THE INSTALLATION CONTRACTOR OR
 OTHER INTERESTED PARTIES REGARDING THE LAYOUT OF THE
 SYSTEM(S), SHALL BE INCLUDED IN THE FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.003, AMENDED
 4-2-2000, 6-26-01
  
 61G15-32.004 DESIGN OF WATER BASED FIRE PROTECTION
 SYSTEMS.
 (1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT
 ARE NOT LIMITED TO, AUTOMATIC SPRINKLER SYSTEMS OF WET,
 DRY, FINE WATER SPRAY (MIST), MANUAL, AND DELUGE VALVE
 CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE
 WATER MAINS AND DEDICATED FIRE PROTECTION WATER
 SOURCES.
 (2) TO ENSURE MINIMUM DESIGN QUALITY IN FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL
 INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN
 APPLICABLE:
 (A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER
 SUPPLY AS DEFINED BY 633.021(18) F.S.
 (B) APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE
 CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING
 STUDY, JUDGMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND
 CONCLUSIONS.
 (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA.
 (D) DESIGN APPROACH, WHICH INCLUDES SYSTEM TYPE,
 DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR
 EACH SEPARATE 42 HAZARD OCCUPANCY.
 (E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS
 MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR
 CIRCULATING; AND IF DEAD-END, THE DISTANCE TO THE
 NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM
 DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY
 DEMANDING DESIGN AREA.
 (F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE
 FLOW TEST DATA, INCLUDING DATE AND TIME OF TEST, WHO
 CONDUCTED TEST OR SUPPLIED INFORMATION, TEST ELEVATION,
 STATIC GAUGE PRESSURE AT NO FLOW, FLOW RATE WITH
 RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND
 LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF
 SERVICE.
 (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE
 POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF
 WATER.
 (H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF
 RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER
 SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION
 (MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH THE
 LOCAL WATER PURVEYOR AND/OR FIRE OFFICIAL, FAMILIARITY
 WITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY
 TESTING OF WATER SUPPLIES. WHEN CONDITIONS ARE FOUND
 THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE
 PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE
 MEASURES.
 (I) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND
 DETAILS TO MEET LOCAL WATER PURVEYOR REQUIREMENTS
 INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP.
 (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD
 AND INTERIOR FIRE PROTECTION COMPONENTS.
 (3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE
 MINIMUM DESIGN PARAMETERS SHALL BE CONSIDERED MATERIAL
 DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING
 APPROVAL AND DOCUMENTATION.
 (4) IN THE EVENT THE ENGINEER OF RECORD PROVIDES MORE
 INFORMATION AND DIRECTION THAN IS ESTABLISHED ABOVE, HE
 OR SHE SHALL BE HELD RESPONSIBLE FOR THE TECHNICAL
 ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE
 CODES, STANDARDS, AND SOUND ENGINEERING PRINCIPLES.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.004, AMENDED
 4-2-2000, 6-26-01, 7-12-05
  
 PLEASE PROVIDE THE REQUIRED INFORMATION IN PLAN SETS
 DRAWINGS OR IN NARRATIVE FORM SIGNED AND SEALED BY THE
 EOR.
  
  
  
 4) SHEET C 6 00 - THERE IS UNDERGROUND FIRE LINE
 INDICATED.
  
 ALL FIRE LINE UNDERGROUND SHALL BE DONE UNDER SEPARATE
 SHOP DRAWINGS BY CERTIFIED STATE OF FLORIDA UNDERGROUND
 CONTRACTORS IN COMPLIANCE WITH NFPA 24.
  
 PLEASE PROVIDE AN APPLICABLE NOTE OF ACKNOWLEDGEMENT.
  
  
  
  
 5) SHEET 2.1 - THERE ARE NO INDICATIONS OF EXIT SIGNS
 IN THE MAILRROM, AT THE CLUB ROOM SIDE OF STAIR # 1
 DOOR, THE INTERIOR EXIT DOOR OF STAIR # 1 EXIT DOOR,
 INTERIOR EXIDOOR STAIR # 2, GAME ROOM DOOR # 7,
 CATERING KITHEN EXIT DOOR, OR ANY DIRECTIONAL EXIT
 MARKING IN THE COOMON AREAS.
  
 PER NFPA 101, CH 7, MEANS OF EGRESS
  
 7.10.1.2 EXITS.
 7.10.1.2.1* EXITS, OTHER THAN MAIN EXTERIOR EXIT DOORS
 THAT OBVIOUSLY
 AND CLEARLY ARE IDENTIFIABLE AS EXITS, SHALL BE MARKED
 BY AN APPROVED
 SIGN THAT IS READILY VISIBLE FROM ANY DIRECTION OF EXIT
 ACCESS.
  
 7.10.1.5 EXIT ACCESS.
 7.10.1.5.1 ACCESS TO EXITS SHALL BE MARKED BY APPROVED,
 READILY
 VISIBLE SIGNS IN ALL CASES WHERE THE EXIT OR WAY TO
 REACH THE EXIT IS
 NOT READILY APPARENT TO THE OCCUPANTS.
  
 7.10.2 DIRECTIONAL SIGNS.
 7.10.2.1 A SIGN COMPLYING WITH 7.10.3, WITH A
 DIRECTIONAL
 INDICATOR SHOWING THE DIRECTION OF TRAVEL, SHALL BE
 PLACED IN EVERY
 LOCATION WHERE THE DIRECTION OF TRAVEL TO REACH THE
 NEAREST EXIT IS
 NOT APPARENT.
  
 PLEASE REVIEW AND PROVIDE REQUIRED EXIT SIGNANGE AS
 REQUIRED.
  
  
  
 6) THERE ARE NO INDICATIONS OF TACTILE EXIT MARKINGS
  
 PER NFPA 101 CH 7
  
 7.10.1.3 EXIT DOOR TACTILE SIGNAGE. TACTILE SIGNAGE
 SHALL BE
 PROVIDED TO MEET ALL OF THE FOLLOWING CRITERIA, UNLESS
 OTHERWISE
 PROVIDED IN 7.10.1.4:
 (1) TACTILE SIGNAGE SHALL BE LOCATED AT EACH EXIT DOOR
 REQUIRING AN
 EXIT SIGN.
 (2) TACTILE SIGNAGE SHALL READ AS FOLLOWS: EXIT.
 (3) TACTILE SIGNAGE SHALL COMPLY WITH ICC/ANSI A117.1,
 AMERICAN
 NATIONAL STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS
 AND
 FACILITIES.
  
 PLEASE PROVIDE A APPLICABLE NOTE OF ACKNOWLEDGEMENT AS
 ENSURE INSTALLATION AS REQUIRED.
  
  
  
 7) SHEET E 2.1A - THERE ARE NO INDICATIONS OF ANY EXIT
 SIGNAGE.
  
 PER NFPA 101 CH 7
  
 7.10.1.2 EXITS.
 7.10.1.2.1* EXITS, OTHER THAN MAIN EXTERIOR EXIT DOORS
 THAT OBVIOUSLY
 AND CLEARLY ARE IDENTIFIABLE AS EXITS, SHALL BE MARKED
 BY AN APPROVED
 SIGN THAT IS READILY VISIBLE FROM ANY DIRECTION OF EXIT
 ACCESS.
  
 7.10.1.5 EXIT ACCESS.
 7.10.1.5.1 ACCESS TO EXITS SHALL BE MARKED BY APPROVED,
 READILY
 VISIBLE SIGNS IN ALL CASES WHERE THE EXIT OR WAY TO
 REACH THE EXIT IS
 NOT READILY APPARENT TO THE OCCUPANTS.
  
 7.10.2 DIRECTIONAL SIGNS.
 7.10.2.1 A SIGN COMPLYING WITH 7.10.3, WITH A
 DIRECTIONAL
 INDICATOR SHOWING THE DIRECTION OF TRAVEL, SHALL BE
 PLACED IN EVERY
 LOCATION WHERE THE DIRECTION OF TRAVEL TO REACH THE
 NEAREST EXIT IS
 NOT APPARENT.
  
 PLEASE REVIEW AND PROVIDE REQUIRED EXIT SIGNANGE AS
 REQUIRED.
  
  
  
 8) SHEET E 2.0 & 2.2 - THERE ARE INDICATIONS OF FIRE
 ALRM EQUIPMENT.
  
 ALL FIRE ALARM EQUIPMENT SHALL BE INSTALLED UNDER
 SEPARATE PERMIT AND SHOP DRAWINGS BY CERTIFIED FIRE
 ALARM CONTRATORS.
  
 PLEASE PROVIDE A APPLICABLE NOTE OF ACKNOWLEDGEMENT AS
 ENSURE INSTALLATION AS REQUIRED.
  
  
  
 9) THE FACP COULD NOT BE LOCATED.
  
 IS THERE A PROPOSED LOCATION PRIOR TO SUBMITTING FA
 SHOP DRAWINGS?
  
 PLEASE PROVIDE IF APPLICABLE.
  
  
  
 10) SHEET CHLS 0 1.1 - THERE IS AN INDICATION OF A
 DIAGANOL REMOTE DISTANCE LINE SHOWING A DISTANCE
 DIVIDED BY 2.
  
 IF THIS IS A SPRINKLERED BUILDING(IT IS REQUIRED) THE
 DISTANCE IS DIVIDED BY 3. (THE 2ND FLOOR PLAN DOES
 INDICATE IT CORRECTLY)
  
 PER NFPA 101 CH 7
  
 7.5.1.3.3 IN BUILDINGS PROTECTED THROUGHOUT BY AN
 APPROVED,
 SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE
 WITH SECTION
 9.7, THE MINIMUM SEPARATION DISTANCE BETWEEN TWO EXITS,
 EXIT
 ACCESSES, OR EXIT DISCHARGES, MEASURED IN ACCORDANCE
 WITH 7.5.1.3.2,
 SHALL BE NOT LESS THAN ONE-THIRD THE LENGTH OF THE
 MAXIMUM OVERALL
 DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE
 SERVED.
  
 PLEASE REVIEW AND CORRECT.
  
  
  
 11) SHEET CH 5.1 - THERE ARE NO INDICATIONS OF PANIC
 HARDWARE ON ANY DOOR IN THE DOOR SCHEDULE.
  
 PER NFPA 101, CH 12
  
 12.2.2.2.3 ANY DOOR IN A REQUIRED MEANS OF EGRESS FROM
 AN AREA HAVING
 AN OCCUPANT LOAD OF 100 OR MORE PERSONS SHALL BE
 PERMITTED TO BE
 PROVIDED WITH A LATCH OR LOCK ONLY IF THE LATCH OR LOCK
 IS PANIC
 HARDWARE OR FIRE EXIT HARDWARE COMPLYING WITH 7.2.1.7,
 UNLESS
 OTHERWISE PERMITTED BY ONE OF THE FOLLOWING:
 (1) THIS REQUIREMENT SHALL NOT APPLY TO DELAYED-EGRESS
 LOCKS AS
 PERMITTED IN 12.2.2.2.5.
 (2) THIS REQUIREMENT SHALL NOT APPLY TO
 ACCESS-CONTROLLED EGRESS DOORS
 AS PERMITTED IN 12.2.2.2.6.
  
 PLEASE REVIEW AND CORRECT.
  
  
  
 12) THERE ARE INDICATIONS OF AN ELEVATOR
  
 PER NFPA CH 12
  
 12.5.3 ELEVATORS, ESCALATORS, AND CONVEYORS. ELEVATORS,
 ESCALATORS, AND CONVEYORS SHALL COMPLY WITH THE
 PROVISIONS OF
 SECTION 9.4.
  
 PLEASE PROVIDE AN APPLICABLE NOTE OF ACKNOWLEDGEMENT.
  
  
  
 13) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 14) 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
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Notes
***NONE***
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***NONE***
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Notes
2019-08-06 07:52:11RECEIPT - MU-2019-0731-329 - $294,071.99 PAID
2019-06-19 16:34:186/19/19 SENT TO IMPACT FOR REVIEW PER APPLICANT. LEM
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Rev No 1 Status F Date 2019-05-31 Cont ID  
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Notes
2019-05-31 08:45:40IMPACT FEES - DIGITAL SUBMITTALS
  
 PLANS 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 3 Status P Date 2019-08-22 Cont ID  
Sent By pvalenti Date 2019-08-22 Time 16:38 Rev Time 0.00
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Notes
***NONE***
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Rev No 2 Status P Date 2019-07-31 Cont ID  
Sent By shill Date 2019-07-31 Time 08:35 Rev Time 0.00
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Notes
2019-07-31 08:36:17PASSED PER C.COLE (WORKING REMOTELY)
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2019-05-16 Cont ID  
Sent By ccole Date 2019-05-16 Time 12:58 Rev Time 0.00
Received By ccole Date 2019-05-15 Time 10:50 Sent To  
Notes
2019-05-16 12:58:361ST REVIEW FBC-2017 MECHANICAL
 PERMIT #19040465
 5/16/19
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) COMMISSIONING OF THE MECHANICAL AND SERVICE WATER
 HEATING SYSTEMS IS REQUIRED PER SECTION C408.2 FBC-17
 ENERGY CONSERVATION. SUBMIT A COMMISSIONING PLAN AS
 OUTLINED IN SECTION C408.2.1 AND DESCRIBED IN SECTIONS
 C403.2.2- C408.2.3.3. PLEASE NOTE THAT A COPY OF THE
 COMMISSIONING REPORT SHALL BE SUBMITTED FOR REVIEW AT
 FINAL INSPECTION.
  
 2) SHEETS M2.0, M2.1, & M2.2: THE AC CALCULATIONS FOR
 AHU-1 INDICATE AN AIRFLOW OF 1316 CFMS FOR THE GAME
 ROOM, HOWEVER THE EQUIPMENT SCHEDULE INDICATES 2400
 CFMS- PLEASE CLARIFY THIS INCONSISTENCY. PLEASE NOTE
 THAT THE PLAN SHOWS 1470 CFMS FOR THE GAME ROOM AND 375
 CFMS FOR THE TOILET ROOMS TOTALING 1845 CFMS FOR AHU-1.
 IN ADDITION, THE CALCS INDICATE AN AIRFLOW OF 1937 CFMS
 FOR AHU-8 AND THE SCHEDULE INDICATES 3000.
  
 3) M2.0: THE O/A CALCULATIONS (FBC MINIMUM VENTILATION
 RATES) FOR AHU-3 (DINING & LOUNGE) ARE NOT IN
 COMPLIANCE WITH TABLE 403.3.1.1 FBC M.
 RATES FOR DINING ROOMS ARE BASED ON 70 PERSONS PER 1000
 SF. AT 7.5 CFMS PER PERSON + 0.18 CFMS PER SF.
 RATES FOR LOUNGES ARE BASED ON 100 PERSONS PER 1000 SF.
 AT 7.5 CFMS PER PERSON + 0.18 CFMS PER SF.
  
 4) M2.1, M2.2 CH-0.1.1: FIRE DAMPERS ARE MISSING FOR
 THE MAIN AC DUCTS PENETRATING THE 1HR. FIRE-RATED AC
 CLOSET WALLS- SECTION 607.5.3 FBC M.
  
 5) M2.1: THE O/A INTAKE OPENING FOR AHU-3 APPEARS TO BE
 WITHIN 10' TO THE EXHAUST OUTLET FOR EF-5- SECTION
 401.4 FBC M.
  
 6) M2.0 & M2.1: PROVIDE EXHAUST VENTILATION
 CALCULATIONS FOR EF-4 AND EF-5- TABLE 403.3.1.1 FBC M.
  
 7) M2.1: PROVIDE EQUIPMENT PLANS AND EQUIPMENT
 SCHEDULES FOR THE CATERING KITCHEN AND THE BACK OF
 HOUSE. PROVIDE PRODUCT DATA SHEETS FOR ALL COOKING
 APPLIANCES- SECTION 107.2.1 FBC M.
  
 8) M2.2: THE O/A LOUVER FOR AHU-5 IS MISLABELED AS AN
 EXHAUST LOUVER- PLEASE CORRECT.
  
 9) M-3.0: PROVIDE THE WIND LOAD DESIGN CRITERIA FOR
 INSTALLATION OF THE NEW CONDENSER PADS AND MOUNTING OF
 THE CONDENSERS- SEE SECTION 301.15 FBC M, AND SECTION
 1609 FBC B.
 A) PROVIDE CONSTRUCTION DETAILS FOR THE PAD. B) THE
 MIAMI-DADE NOA #16-0712.07 LISTED IN THE CONDENSING
 UNIT DETAIL IS APPLICABLE FOR RHEEM UNITS ONLY- TRANE
 UNITS ARE SHOWN IN THE SCHEDULE.
  
 10) SUBMIT THE FL. PRODUCT APPROVAL AND/OR THE MIAMI
 DADE NOA FOR THE O/A INLET AND EXHAUST LOUVERS- RULE
 9N-3 FAC.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2019-08-26 Cont ID  
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Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2019-07-17 Cont ID  
Sent By gjohnson Date 2019-07-17 Time 09:05 Rev Time 0.00
Received By gjohnson Date 2019-07-16 Time 10:39 Sent To  
Notes
2019-07-17 09:25:031ST REVIEW: 19040465
  
 2017 FLORIDA BUILDING CODE 6TH EDITION
 2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH
 EDITION
  
 PLUMBING COMMENTS: PREVIOUS COMMENTS NOT COMPLIED.
  
 2. SHT. CH-5.3 SHOW CLEAR FLOOR SPACE FOR THE TOILET
 AND WATER FOUNTAIN FOR FORWARD APPROACH. PER FBC ACC
 604.3.1, 602.2
 YOUR RESPONSE LETTER STATES A 30"X48" CLEAR FLOOR SPACE
 FOR THE TOILET THIS IS NOT CODE COMPLIANT IT SHALL BE
 60"X56"PLEAS SHOW ON EXPANDED FLOOR PLAN SHT CH5.3
 DETAILS # 1,2,3
  
  
 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 OF THE GRIPPING
 SURFACE. FBC ACC 609.4
 YOUR RESPONSE LETTER STATES YOU ADDED A NOTE ON SHT.
 CH5.3 BUT DETAILS 1,2,3,4,5,6,8,10,12 SHOWS TH
 DIMENSION OF 3 FEET 6 INCHES WHICH IS A CODE VIOLATION
 PLEASE CHANGE DETAIL TO COMPLY WITH THE CODE.
  
 NEW COMMENT:
  
 1. SHT CH5.3 ON THE EXPANDED BATHROOM FLOOR PLANS
 PLEASE SHOW COMPLIANCE WITH FBC ACC 604.2 LOCATION. THE
 WATER CLOSET SHALL BE POSITIONED WITH CENTERLINE OF THE
 WATER CLOSET BEING 16 INCHES MINIMUM TO 18 INCHES
 MAXIMUM FROM THE SIDE WALL OR PARTITION,
  
  
  
 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.
  
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2019-05-08 Cont ID  
Sent By gjohnson Date 2019-05-08 Time 16:21 Rev Time 0.00
Received By gjohnson Date 2019-05-07 Time 08:36 Sent To  
Notes
2019-05-08 16:22:251ST REVIEW: 19040465
  
 2017 FLORIDA BUILDING CODE 6TH EDITION
 2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH
 EDITION
  
 PLUMBING COMMENTS:
  
 1. SHT. CHLS-0.1.1 THE RESTROOM FIXTURE COUNT IS
 CALLING OUT A TOTAL OF 10 TOILETS FOR WOMEN BUT I ONLY
 COUNT 9 ON THE PLAN PLEASE CLARIFY 10 IS THE REQUIRED
 NUMBER. PER FBC PL TABLE 403.1 AND WPB AMEND TO FBC
 107.2.1
  
 2. SHT. CH-5.3 SHOW CLEAR FLOOR SPACE FOR THE TOILET
 AND WATER FOUNTAIN FOR FORWARD APPROACH. PER FBC ACC
 604.3.1, 602.2
  
 3. SHT. CH-5.3 THE ACCESSIBILITY NOTE ARE CALLING OUT
 FAC 2014 5TH EDITION THE COMPLIANT CODE SHALL BE FBC
 ACC 1017 6TH EDITION. WPB AMEND TO FBC 107.2.1
  
 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 OF THE GRIPPING
 SURFACE. FBC ACC 609.4
  
 5. THE SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG
 MINIMUM, LOCATED 12 INCHES MAXIMUM FROM THE REAR WALL
 AND EXTENDING 54 INCHES MINIMUM FROM THE REAR WALL. FBC
 ACC 604.5.1
  
 6. 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. FBC ACC 604.5.2
  
 7. 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. MIRRORS NOT LOCATED ABOVE LAVATORIES
 OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE
 OF THE REFLECTING SURFACE 35 INCHES MAXIMUM ABOVE THE
 FINISH FLOOR OR GROUND. FBC ACC 603.3
  
 8. 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. FBC ACC 604.7
  
 9. THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH
 FLOOR SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM
 MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE
 SPRUNG TO RETURN TO A LIFTED POSITION. FBC ACC 604.4
  
 10. ON THE FLOOR PLANS THE SANITARY PIPING IS SHOWN AS
 A DASHED LINE THE PLUMBING LEGEN SHWS A DASHED LINE AS
 A VENT PLEAS CLARIFY AND LABEL ALL PIPING. PER WPB
 AMEND TO FBC 107.2.1
  
 11. SHT. P-3.0 PLEASE LABEL ENLARGE ISOMETRIC DRAWING.
 PER WPB AMEND TO FBC 107.2.1
  
 12. SHT. P-3.0.1, 3.1.1, P-3.1 P3.0 LABEL THE ENDS OF
 THE PIPE TO MATCH UP TO OTHER END WPB AMED TO FBC
 107.2.1
  
 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.
  
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2020-03-04 Cont ID  
Sent By pvalenti Date 2020-03-04 Time 10:57 Rev Time 0.00
Received By pvalenti Date 2020-03-04 Time 10:57 Sent To  
Notes
2020-03-04 10:58:48PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
 FBC M = FBC MECHANICAL
  
 ROOFING REVIEW APPROVED:
  
 THE CONTRACTOR SUBMITTED THE APPROVED ROOFING PRODUCT
 APPROVALS UNDER SUBMITTAL # 20021284.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status N Date 2019-06-28 Cont ID  
Sent By dbattles Date 2019-06-28 Time 16:11 Rev Time 0.00
Received By dbattles Date 2019-06-28 Time 16:11 Sent To  
Notes
2019-06-28 16:12:08ROOFING SUBMITTAL DUE WITH SUB PERMIT.
 NO PRODUCT APPROVALS SUBMITTED WITH MASTER PERMIT.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2019-05-31 Cont ID  
Sent By rmcdouga Date 2019-05-31 Time 07:19 Rev Time 0.00
Received By rmcdouga Date 2019-05-31 Time 07:19 Sent To  
Notes
2019-05-31 07:20:52PLANS SPECIFY CONCRETE S-TILE AND TPO, HOWEVER, NO
 PRODUCT APPROVALS WERE SUBMITTED.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2019-08-21 Cont ID  
Sent By dbattles Date 2019-08-21 Time 09:18 Rev Time 0.00
Received By dbattles Date 2019-08-21 Time 09:18 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2019-07-09 Cont ID  
Sent By shill Date 2019-07-09 Time 07:49 Rev Time 0.00
Received By shill Date 2019-07-09 Time 07:49 Sent To  
Notes
2019-07-09 08:07:47****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. SOME PAGES ARE NOTED AS 95%. 100% DOCUMENTS ARE
 REQUIRED FOR PERMIT ISSUANCE. FOR EXAMPLE; CH6.1, CH7.1
 (ALL PAGES NOT RESUBMITTED).
  
 2. ENERGY CALCS, SOILS REPORT, SURVEY, ARCHITECTURAL
 PAGES OK (SIGNATURES, TITLE BLOCK).
  
 3. CIVIL PAGES LACK THE STATEMENT REQUIRED BY
 FAC61G15-23.004 (REQUIRED FOR DIGITALLY SIGNED
 DOCUMENTS). PLEASE ADDRESS, BUT ONLY RESUBMIT PAGES
 WHICH CHANGE DUE TO CODE RELATED COMMENTS. ALSO
 SIGNATURE IS SELF SIGNED WHICH IS NOT PERMITTED BY FBPE
 RULES, FAC61G15-23. THIS WILL NOT DELAY PERMIT
 ISSUANCE; RESUBMIT ONLY PAGES WHICH CHANGE DUE TO CODE
 RELATED COMMENTS.
  
 5. STRUCTURAL PAGES PREPARED BY EDUARDO GONZALEZ ARE
 95%. 100% PERMIT DOCUMENTS ARE REQUIRED FOR PERMIT
 ISSUANCE. SOME PAGES ARE 75% (FOR EXAMPLE, S2.CH.1).
  
 THE DIGITAL SIGNATURE (OR PLAN) LACKS THE STATEMENT
 REQUIRED BY FAC61G15-23.004, PLEASE INCLUDE ON ALL
 PAGES.
  
 THE ENGINEER'S SIGNATURE IS SELF CERTIFIED WHICH IS NOT
 PERMITTED BY FBPE RULES; A 3RD PARTY DIGITAL SIGNATURE
 IS REQUIRED. ENGINEER IS TO OBTAIN A 3RD PARTY DIGITAL
 SIGNATURE. TO AVOID PERMIT ISSUANCE DELAYS, RESUBMITTED
 PLANS CAN BE SELF CERTIFIED WITH A STATEMENT FROM
 ENGINEER THAT HE IS IN THE PROCESS OF OBTAINING A 3RD
 PARTY DIGITAL SIGNATURE.
  
 6. THE FMEP PAGES LACK THE STATEMENT REQUIRED BY
 FAC61G15-23.004, ALSO LACK A COMPLETE TITLE BLOCK (CA
 AND NAME PROVIDED, NO ADDRESS), LACKS A SEAL. EITHER
 THE SIGNATURE IS TO STATE "SIGNED AND SEALED" OR THE
 IMAGE OF A SEAL IS TO BE ON EACH PAGE.
  
 PAGES NOT RESUBMITTED ARE 95%. ENGINEER'S SIGNATURE IS
 SELF CERTIFIED ON SOME PAGES, 3RD PARTY CERTIFIED
 SIGNATURE ON OTHERS. WHEN RESUBMITTING, PROVIDE 100%
 COMPLETE DRAWINGS DIGITALLY SIGNED WITH A 3RD PARTY
 ISSUED SIGNATURE ALONG WITH SEAL IMAGE, OR STATE
 "SIGNED AND SEALED".
  
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2019-04-30 Cont ID  
Sent By shill Date 2019-04-30 Time 10:30 Rev Time 0.00
Received By shill Date 2019-04-30 Time 10:30 Sent To  
Notes
2019-04-30 10:33:09****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 PAGES ARE NOTED AS 95%. 100% DOCUMENTS ARE REQUIRED FOR
 PERMIT ISSUANCE.
  
 1. THE ENERGY CALCS ARE NOT DIGITALLY SIGNED AND
 SEALED, FS471, 481.
  
 2. SURVEY, ARCHITECTURAL PAGES OK (SIGNATURES, TITLE
 BLOCK).
  
 3. CIVIL PAGES LACK THE STATEMENT REQUIRED BY
 FAC61G15-23.004 (REQUIRED FOR DIGITALLY SIGNED
 DOCUMENTS). PLEASE ADDRESS, BUT ONLY RESUBMIT PAGES
 WHICH CHANGE DUE TO CODE RELATED COMMENTS.
  
 4. PLEASE SUBMIT LANDSCAPE PAGES WITH A SEPARATE
 LANDSCAPE PERMIT APPLICATION.
  
 5. STRUCTURAL PAGES PREPARED BY EDUARDO GONZALEZ ARE
 95%. 100% PERMIT DOCUMENTS ARE REQUIRED FOR PERMIT
 ISSUANCE.
  
 THE DIGITAL SIGNATURE (OR PLAN) LACKS THE STATEMENT
 REQUIRED BY FAC61G15-23.004, PLEASE INCLUDE ON ALL
 PAGES.
  
 6. THE FMEP PAGES LACK THE STATEMENT REQUIRED BY
 FAC61G15-23.004, ALSO LACK A COMPLETE TITLE BLOCK (CA
 AND NAME PROVIDED, NO ADDRESS), LACKS A SEAL. EITHER
 THE SIGNATURE IS TO STATE "SIGNED AND SEALED" OR THE
 IMAGE OF A SEAL IS TO BE ON EACH PAGE.
  
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 2 Status N Date 2019-08-21 Cont ID  
Sent By dbattles Date 2019-08-21 Time 08:11 Rev Time 0.00
Received By dbattles Date 2019-08-21 Time 08:11 Sent To  
Notes
2019-08-21 08:12:54NO THRESHOLD REQUIRED SINCE THE INTERNAL BUILDING LOAD
 IS LESS THAN 500.
 DB CONFIRMED WITH CHIEF BUILDING INSPECTOR ON
 8/20/2019.
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status F Date 2019-06-28 Cont ID  
Sent By dbattles Date 2019-06-28 Time 16:19 Rev Time 0.00
Received By dbattles Date 2019-06-28 Time 16:19 Sent To  
Notes
2019-06-28 16:20:39DETERMINATION IS BEING MADE ABOUT THRESHOLD FOR THIS
 BUILDING.
 THRESHOLD BEING DETERMINED BY ASSEMBLY OCCUPANCY AND
 SIZE.
  
 8/9/2019
 THIS BUILDING MEETS THE REQUIREMENTS FOR THRESHOLD
 BUILDING BASED ON OCCUPANCY LOAD EXCEEDING 500.
 PLEASE CONTACT PLAN REVIEWER TO GET THRESHOLD AGREEMENT
 APPROVED.
  
 ADDITIONAL INFORMATION NEEDED FOR STRUCTURAL PLANS.
 F.S. 553.79(5) THRESHOLD BUILDING.
 THE FOLLOWING IS REQUIRED PRIOR TO COMMENCEMENT.
  
 A) ALL PLANS ARE TO INCLUDE THE THRESHOLD STATEMENT
 REQUIRED BY FS553.79(7)(D). ?ALL PLANS FOR THE BUILDING
 WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE
 ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT
 THAT, TO THE BEST OF THE ARCHITECT?S OR ENGINEER?S
 KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE
 APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE
 FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS CHAPTER 553 AND
 CHAPTER 633.?
  
 B) THRESHOLD INSPECTION PLAN REQUIRED, FS553.79(5)A).
  
 C) COMPLETE THE THRESHOLD / SPECIAL INSPECTOR AGREEMENT
 OF UNDERSTANDING. IF PDF OF AGREEMENT IS NEEDED PLEASE
 CONTACT THE BUILDING PLAN REVIEWER AND THEY WILL
 PROVIDE VIA E-MAIL.
  
 D) PROVIDE RESUMES AND COPIES OF LICENSES FOR ALL
 PROPOSED INSPECTORS. PLEASE INCLUDE AS MANY ADDITIONAL
 INSPECTORS AS POSSIBLE BECAUSE THESE ARE THE ONLY
 PEOPLE THAT THE CHIEF BUILDING INSPECTOR WILL ALLOW TO
 BE ON-SITE.
  
Review Stop Z ZONING
Rev No 3 Status P Date 2019-08-22 Cont ID  
Sent By jroach Date 2019-08-22 Time 11:57 Rev Time 0.00
Received By jroach Date 2019-08-22 Time 11:19 Sent To  
Notes
2019-08-22 11:57:28ZONING PLAN REVIEW
 ________________________________________
  
 DATE OF REVIEW: 08.22.2019
 PERMIT NO.: 19040465
 ________________________________________
  
 REVIEW STATUS: PASSED WITH PROVISOS
 ________________________________________
  
 THIS REVIEW HAS BEEN PASSED SUBJECT TO THE FOLLOWING
 PROVISOS:
  
 1. THE SCOPE OF THIS PERMIT REVIEW IS LIMITED TO THE
 BUILDING ONLY! SEPARATE PERMITS REQUIRED FOR
 SURROUNDING SITE WORK, HARDSCAPE, FENCING, PARKING,
 LANDSCAPING, SIGNAGE, ETC.
  
 2. THE PROJECT IS SUBJECT TO ALL DEVELOPMENT ORDER
 CONDITIONS, AS OUTLINED IN RESOLUTION NO. 227-18, AS
 APPROVED BY THE CITY COMMISSION ON SEPTEMBER 24, 2018,
 AND AS MAY BE AMENDED.
 ________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 E: [email protected]
  
 W: WPB.ORG
  
Review Stop Z ZONING
Rev No 2 Status F Date 2019-07-18 Cont ID  
Sent By jroach Date 2019-07-18 Time 15:05 Rev Time 0.00
Received By jroach Date 2019-07-18 Time 15:05 Sent To  
Notes
2019-07-18 15:05:55ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 07.17.2019
 PERMIT NO.: 19040463, 19040464, 19040465
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. ALL LANDSCAPE PLANS SHALL BE REMOVED FROM THE
 BUILDING PERMIT.
  
 2. THE BIKE PARKING SOUTH OF BUILDING #1 NEEDS TO BE
 CONFIGURED SUCH THAT THERE ARE THREE (3) BIKE RACKS,
 WITH SUFFICIENT SPACE TO ACCOMMODATE A SKY BIKE (BIKE
 SHARE) STATION WITH AT LEAST FOUR (4) BIKES.
  
 3. VARIOUS PLANS (SITE, UTILITY, HARDSCAPE, LANDSCAPE,
 ELEVATIONS, ETC.) DO NOT MATCH THE LATEST SUBMITTAL
 (05.10.2019) FOR THE REVISED SITE PLAN APPROVAL. THE
 LATEST PLANS NEED TO BE SUBMITTED FOR THE SITE PLAN
 AMENDMENT, AND ONCE APPROVED, ALL PERMITS WILL NEED TO
 MATCH THE APPROVED AMENDMENT.
  
 PURSUANT TO THE REQUIREMENTS OF RESOLUTION NO. 227-18,
 PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY:
  
 A. THE DEVELOPER SHALL IMPROVE HAMPTON ROAD BETWEEN
 SOUTH DIXIE HIGHWAY AND THE FEC RAILROAD, AS SPECIFIED
 IN RESOLUTION NO. 227-18.
  
 B. THE PROPERTY SHALL BE RE-PLATTED IN ACCORDANCE WITH
 ALL APPLICABLE STATUTES, REGULATIONS, AND THE CITY?S
 POLICIES AND PROCEDURES.
  
 C. THE APPLICANT SHALL EXECUTE AND RECORD, IN A FORM
 ACCEPTABLE TO THE CITY AND TO THE APPLICANT, A MUTUAL
 AND RECIPROCAL CROSS ACCESS EASEMENT AT THE NORTH
 PROPERTY LINE FOR THE BENEFIT OF BOTH THE SUBJECT
 PROPERTY AND THE ADJACENT PROPERTY TO THE NORTH.
  
 D. A MAINTENANCE AGREEMENT WITH THE CITY SHALL BE
 EXECUTED FOR THE MAINTENANCE OF THE ROAD RIGHT OF WAY
 LANDSCAPING, TREE GRATES AND IRRIGATION ADJACENT TO THE
 PROPERTY. THE DEVELOPER, ITS SUCCESSORS AND ASSIGNS
 SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL SUCH
 IMPROVEMENTS.
  
 E. ALL UTILITY ELEMENTS (I.E. BACKFLOW PREVENTERS,
 ETC.) SHALL BE SCREENED WITH LANDSCAPING TO THE MAXIMUM
 EXTENT ALLOWED BY THE CONTROLLING UTILITY AGENCY.
  
 IMPORTANT INFORMATION TO BE AWARE OF:
  
 I. ANY DAMAGE TO EXISTING UTILITIES RESULTING FROM THE
 DEVELOPER?S CONSTRUCTION ACTIVITIES SHALL BE REPAIRED,
 AT THE DEVELOPER?S EXPENSE.
  
 II. ANY REQUIRED EASEMENTS (I.E. DRAINAGE, UTILITIES,
 PUBLIC ACCESS, ETC.) SHALL BE PROVIDED VIA PLAT OR
 SEPARATE LEGAL INSTRUMENT.
  
 III. THE DEVELOPER, ITS SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE
 STREET TREES, TREE GRATES, AND RIGHT OF WAY LANDSCAPING
 AND IRRIGATION ASSOCIATED WITH THE APPROVED SITE PLAN.
 ALL PERMITS SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF
 CONSTRUCTION OF SUCH IMPROVEMENTS.
  
 IV. THE DEVELOPER, ITS SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE REMOVAL AND/OR RELOCATION OF ALL
 STREET LIGHTS/POLES NECESSITATED BY THE PROPOSED
 DEVELOPMENT. ALL NEW STREET LIGHTING SHALL CONFORM TO
 THE MINIMUM REQUIREMENTS AND SHALL BE REVIEWED AND
 PERMITTED BY ALL APPLICABLE GOVERNING AGENCIES,
 INCLUDING THE CITY?S ENGINEERING SERVICES DEPARTMENT.
  
 V. FINAL APPROVAL OF THE ENGINEERING DESIGN SHALL BE
 BASED UPON SUBMITTAL OF A SEPARATE PERMIT APPLICATION
 TO, AND REVIEW BY, THE CITY?S PUBLIC WORKS AND
 ENGINEERING DEPARTMENTS.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT - PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 E: [email protected]
  
 W: WPB.ORG
  
Review Stop Z ZONING
Rev No 1 Status F Date 2019-05-15 Cont ID  
Sent By jroach Date 2019-05-15 Time 11:42 Rev Time 0.00
Received By jroach Date 2019-05-15 Time 11:42 Sent To  
Notes
2019-05-15 11:43:13ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 05.14.2019
 PERMIT NO.: 19040465
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. WHAT PERMIT IS SITE WORK BEING PERFORMED UNDER?
  
 2. WHAT PERMIT IS SITE LIGHTING BEING PERFORMED UNDER?
 A PHOTOMETRIC PLAN SHALL BE PROVIDED SHOWING THAT
 PHOTOMETRIC LEVELS DO NOT EXCEED 1.0 FOOTCANDLES WHEN
 MEASURED AT THE PROPERTY LINE.
  
 3. ALL WORK WITHIN THE SOUTH DIXIE HIGHWAY RIGHT-OF-WAY
 SHALL BE SUBJECT TO THE REVIEW AND PERMITTING BY THE
 FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT). PLEASE
 PROVIDE A COPY OF SUCH PERMIT.
  
 4. ALL WORK WITHIN THE HAMPTON ROAD RIGHT-OF-WAY SHALL
 BE PERMITTED THROUGH THE CITY?S ENGINEERING SERVICES
 DEPARTMENT.
  
 5. SEPARATE LANDSCAPE PERMIT REQUIRED. ALL LANDSCAPE
 PLANS SHALL BE REMOVED FROM THE BUILDING PERMIT
 SUBMITTAL AND SUBMITTED UNDER A SEPARATE LANDSCAPE
 PERMIT APPLICATION. ALL LANDSCAPE PLANS SHALL MATCH
 THAT WHICH WAS SUBMITTED FOR THE REVISED SITE PLAN
 APPROVAL.
  
 6. THE SITE PLAN SHALL MATCH THAT WHICH WAS SUBMITTED
 FOR THE REVISED SITE PLAN APPROVAL.
  
 7. BIKE PARKING DETAIL SHALL SPECIFY THE DIMENSIONS
 BETWEEN RACKS, BETWEEN THE RACK AND THE EDGE OF
 PAVEMENT, ETC. DIMENSIONS SHALL MEET THE CITY?S MINIMUM
 SPACING REQUIREMENTS.
  
 8. THE LOCATIONS OF VARIOUS UTILITIES DO NOT MATCH THAT
 WHICH WAS PROVIDED AS PART OF THE SITE PLAN AMENDMENT
 APPLICATION. THE UTILITY LOCATIONS APPEAR TO CONFLICT
 WITH VARIOUS LANDSCAPE ELEMENTS.
  
 9. THE BIKE PARKING SOUTH OF BUILDING #1 NEEDS TO BE
 CONFIGURED SUCH THAT THERE ARE THREE (3) BIKE RACKS,
 WITH SUFFICIENT SPACE TO ACCOMMODATE A SKY BIKE (BIKE
 SHARE) STATION WITH AT LEAST FOUR (4) BIKES.
  
 10. VARIOUS PLANS (HARDSCAPE, LANDSCAPE, ETC.) DO NOT
 MATCH THAT WHICH WAS SUBMITTED FOR THE REVISED SITE
 PLAN APPROVAL; SPECIFICALLY, THE CONFIGURATION ALONG
 THE WEST FA?ADE OF BUILDINGS #1, #2 AND #3. ENSURE THAT
 ALL PLANS MATCH THAT WHICH WAS SUBMITTED FOR THE SITE
 PLAN AMENDMENT.
  
 11. SPECIFICATIONS FOR THE ARTIFICIAL TURF SHALL BE
 PROVIDED SHOWING COMPLIANCE WITH SEC. 94-451(E) OF THE
 CITY?S ZLDRS.
  
 12. LOCATION OF THE FENCING SHOWN IN THE NORTHEAST
 CORNER OF THE PROPERTY DOES NOT MATCH THAT WHICH WAS
 SUBMITTED FOR THE REVISED SITE PLAN APPROVAL.
  
 13. WHY WERE HARDSCAPE PLANS NOT PROVIDED FOR THE
 NORTHWEST QUADRANT OF THE SITE?
  
 14. IN BUILDING 3, THE MAINTENANCE ROOM WAS REMOVED AND
 BECAME THE ?WE WORK SPACE??WITH THE FORMER WWS BEING
 CONVERTED INTO ADDITIONAL RETAIL. IMPACT ON PARKING
 CALCULATIONS? IMPACT ON TRAFFIC CONCURRENCY?
  
 15. ELECTRIC VEHICLE CHARGING STATION IS SHOWN IN THE
 MIDDLE OF THE SIDEWALK.
  
 16. LOCATION OF FENCING IN THE NORTHEAST CORNER OF THE
 PROPERTY DOES NOT MATCH BETWEEN THE SITE PLAN,
 HARDSCAPE PLAN, AND LANDSCAPE PLAN.
  
 17. NOT ALL FIRE HYDRANTS SHOWN ON THE LANDSCAPE PLAN
 ARE REFLECTED ON THE SITE PLAN.
  
 18. BUILDING ELEVATIONS DO NOT MATCH THAT WHICH WAS
 SUBMITTED FOR THE REVISED SITE PLAN APPROVAL. ALL PLANS
 NEED TO BE CONSISTENT.
  
 PURSUANT TO THE REQUIREMENTS OF RESOLUTION NO. 227-18,
 PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY:
  
 A. THE DEVELOPER SHALL IMPROVE HAMPTON ROAD BETWEEN
 SOUTH DIXIE HIGHWAY AND THE FEC RAILROAD, AS SPECIFIED
 IN RESOLUTION NO. 227-18.
  
 B. THE PROPERTY SHALL BE RE-PLATTED IN ACCORDANCE WITH
 ALL APPLICABLE STATUTES, REGULATIONS, AND THE CITY?S
 POLICIES AND PROCEDURES.
  
 C. THE APPLICANT SHALL EXECUTE AND RECORD, IN A FORM
 ACCEPTABLE TO THE CITY AND TO THE APPLICANT, A MUTUAL
 AND RECIPROCAL CROSS ACCESS EASEMENT AT THE NORTH
 PROPERTY LINE FOR THE BENEFIT OF BOTH THE SUBJECT
 PROPERTY AND THE ADJACENT PROPERTY TO THE NORTH.
  
 D. A MAINTENANCE AGREEMENT WITH THE CITY SHALL BE
 EXECUTED FOR THE MAINTENANCE OF THE ROAD RIGHT OF WAY
 LANDSCAPING, TREE GRATES AND IRRIGATION ADJACENT TO THE
 PROPERTY. THE DEVELOPER, ITS SUCCESSORS AND ASSIGNS
 SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL SUCH
 IMPROVEMENTS.
  
 E. ALL UTILITY ELEMENTS (I.E. BACKFLOW PREVENTERS,
 ETC.) SHALL BE SCREENED WITH LANDSCAPING TO THE MAXIMUM
 EXTENT ALLOWED BY THE CONTROLLING UTILITY AGENCY.
  
 IMPORTANT INFORMATION TO BE AWARE OF:
  
 I. ANY DAMAGE TO EXISTING UTILITIES RESULTING FROM THE
 DEVELOPER?S CONSTRUCTION ACTIVITIES SHALL BE REPAIRED,
 AT THE DEVELOPER?S EXPENSE.
  
 II. ANY REQUIRED EASEMENTS (I.E. DRAINAGE, UTILITIES,
 PUBLIC ACCESS, ETC.) SHALL BE PROVIDED VIA PLAT OR
 SEPARATE LEGAL INSTRUMENT.
  
 III. THE DEVELOPER, ITS SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE
 STREET TREES, TREE GRATES, AND RIGHT OF WAY LANDSCAPING
 AND IRRIGATION ASSOCIATED WITH THE APPROVED SITE PLAN.
 ALL PERMITS SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF
 CONSTRUCTION OF SUCH IMPROVEMENTS.
  
 IV. THE DEVELOPER, ITS SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE REMOVAL AND/OR RELOCATION OF ALL
 STREET LIGHTS/POLES NECESSITATED BY THE PROPOSED
 DEVELOPMENT. ALL NEW STREET LIGHTING SHALL CONFORM TO
 THE MINIMUM REQUIREMENTS AND SHALL BE REVIEWED AND
 PERMITTED BY ALL APPLICABLE GOVERNING AGENCIES,
 INCLUDING THE CITY?S ENGINEERING SERVICES DEPARTMENT.
  
 V. FINAL APPROVAL OF THE ENGINEERING DESIGN SHALL BE
 BASED UPON SUBMITTAL OF A SEPARATE PERMIT APPLICATION
 TO, AND REVIEW BY, THE CITY?S PUBLIC WORKS AND
 ENGINEERING DEPARTMENTS.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 E: [email protected]
  
 W: WPB.ORG
  


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