Plan Review Details - Permit 17110857
Plan Review Stops For Permit 17110857
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2018-03-06 Cont ID  
Sent By aclange Date 2018-03-06 Time 10:23 Rev Time 0.00
Received By aclange Date 2018-03-06 Time 10:23 Sent To  
Notes
***NONE***

Review Stop AD ADDRESSING
Rev No 1 Status F Date 2017-12-13 Cont ID  
Sent By aclange Date 2017-12-13 Time 12:56 Rev Time 0.00
Received By aclange Date 2017-12-13 Time 12:56 Sent To  
Notes
2017-12-13 12:58:42PLANS SUBMITTED ARE SHOWN AS 185 BANYAN. COMMUNITY PLUS
 HAS THE ADDRESS AS 201 N FLAGLER DR.
  
 ADDRESSING:
 CITY MUNI CODE SEC.78-6 (1-7)
  
 (2) LOCATION, BUILDINGS CONTAINING MORE THAN ONE
 ADDRESS. ALL ADDRESSES SHALL BE POSTED ON THAT PORTION
 OF THE STRUCTURE FRONTING OR FACING UPON THE STREET OR
 PRINCIPAL VEHICULAR ACCESS TO THE PREMISES, SO AS TO BE
 READILY VISIBLE TO APPROACHING VEHICLES. OWNERS OR
 TENANTS OF ALL HOUSES AND BUILDINGS USING A SERVICE
 ALLEY SHALL ALSO POST A NUMBER ON THE SIDE OF THE
 BUILDINGS ADJACENT TO AND FACING SUCH ALLEY. IF THE
 HOUSE OR BUILDING IS OBSTRUCTED BY A FENCE, THEN THE
 NUMBER SHALL BE POSTED ON THE FENCE. THE PLACEMENT OF
 NUMBERS ON BUILDINGS OR FENCES, AS THE CASE MAY BE,
 SHALL BE SUBJECT TO THE DIRECTION OR APPROVAL OF THE
 CITY'S CONSTRUCTION SERVICES DEPARTMENT. BUILDINGS
 WHICH CONTAIN MORE THAN ONE RESIDENTIAL, COMMERCIAL,
 INDUSTRIAL, OR INSTITUTIONAL ADDRESS SHALL POST A
 SEPARATE ADDRESS MEETING THE REQUIREMENTS OF THIS
 SECTION AT THE EXTERIOR ENTRANCE TO EACH INDIVIDUAL
 ADDRESS OR COMMON EXTERIOR ENTRANCE TO SEVERAL
 ADDRESSES THEREIN, AND THE UNIT NUMBER SHALL ALSO BE
 POSTED ON THE EXTERIOR DOOR OF EACH UNIT SERVED BY SUCH
 A COMMON EXTERIOR ENTRANCE.
  
  
 CONTACT: MICHAEL ORIO GIS SUPPORT SPECIALIST/
 INFORMATION TECHNOLOGY
 TEL: 561-494-1040
  
  
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2018-05-27 Cont ID  
Sent By shill Date 2018-05-27 Time 16:04 Rev Time 0.00
Received By shill Date 2018-05-27 Time 15:28 Sent To  
Notes
2018-05-27 16:05:14****PROVISOS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014)
 FBC B = FBC BUILDING
 FBC R = FBC RESIDENTIAL
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
  
 A. THIS PARCEL IS LOCATED IN A SPECIAL FLOOD HAZARD
 AREA; FLOOD MAP IN EFFECT AT TIME OF FOUNDATION PERMIT
 APPLICATION 1979 FIRMS + 1' FREEBOARD; MINIMUM
 ELEVATION = 8.0' NGVD29, PROPOSED LOWEST FINISHED FLOOR
 ELEVATION = 9.0' NGVD29
 A "CONSTRUCTION DRAWING" ELEVATION CERTIFICATE IS
 RECOMMENDED AT THIS TIME TO AVOID FUTURE DELAYS
 (CORRECTIONS, IF APPLICABLE, WILL NOT DELAY PERMIT
 ISSUANCE)
 A "BUILDING UNDER CONSTRUCTION" ELEVATION CERTIFICATE
 OR FORM BOARD SURVEY IS REQUIRED PRIOR TO CONCRETE
 POUR. THIS MAY BE SENT VIA EMAIL FOR PRELIMINARY REVIEW
 A "FINISHED CONSTRUCTION" ELEVATION CERTIFICATE IS
 REQUIRED PRIOR TO FINAL INSPECTION AND/OR CO AND/OR
 TCO.
  
 B. DEFERRED SUBMITTALS REQUESTED BY ARCHITECT, SEE
 FOLLOWING LIST (MAY NOT BE A COMPLETE LIST); DOCUMENTS
 SHOWING COMPLIANCE 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 (COMPLY WITH
 PRESSURES SHOWN ON SHEET S0.0.5)
  
 C. SEPARATE PERMITS (APPLICATIONS, PLANS, AND FEES) ARE
 REQUIRED FOR:
 LIGHT POLES/SITE LIGHTING
 FIRE ALARM
 FIRE SPRINKLER
 LOW VOLTAGE
 ACCESS
 LANDSCAPING
 IRRIGATION
 ALL OTHER ITEMS OTHER THAN BMEP
  
 D. PROVIDE THE RECORDED PLAT WHEN FINALIZED; EITHER A
 PDF VIA EMAIL OR ADVISE BOOK AND PAGE NUMBER VIA EMAIL.
  
 E. AIPP COMPLIANCE REQUIRED; VERIFICATION REQUIRED
 PRIOR TO C.O.
  
 F. 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.
  
 G. A CONSTRUCTION GUARD RAIL ENGINEERED DETAIL IS
 REQUIRED TO BE PROVIDED PRIOR TO INSTALLATION.
  
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2018-03-07 Cont ID  
Sent By aclange Date 2018-03-06 Time 11:44 Rev Time 0.00
Received By aclange Date 2018-03-06 Time 08:43 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-12-13 Cont ID  
Sent By aclange Date 2017-12-13 Time 13:07 Rev Time 0.00
Received By aclange Date 2017-12-12 Time 09:16 Sent To  
Notes
2017-12-13 13:05:34****PLAN REVIEW COMMENTS****
  
 ART LANGE BUILDING PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33402
  
 561-805-6718 [email protected]
  
 FBC FLORIDA BUILDING CODE 2014 5TH EDITION W/2010 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION / FRC FLORIDA RESIDENTIAL CODE
 2015 5TH EDITION
  
 2/26/18 NEW COMMENTS:
  
 THRESHOLD
  
 THRESHOLD BUILDINGS
  
 1. SPECIAL INSPECTOR AGREEMENT SHALL BE COMPLETED AND
 SUBMITTED IN TRIPLICATE.
 2. PROVIDE RESUME OF JOB INSPECTOR (P.E., ARCH. OR 468
 INSPECTOR).
 3. PROVIDE LIST OF SIMILAR PROJECTS COMPLETED BY
 CONTRACTOR.
 4. PROVIDE STRUCTURAL INSPECTION PLAN.
 5. THIS BUILDING MEETS THE DEFINITION OF: THRESHOLD
 BUILDING F.S. 553.71 (12)
  
 ?THRESHOLD BUILDING? ANY BUILDING WHICH IS GREATER THAN
 (3) STORIES OR 50 FT. IN HEIGHT OR WHICH HAS AN
 ASSEMBLY OCCUPANCY CLASSIFICATION AS DEFINED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN
 AREA AND HAS AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 5A) THE ENFORCING AGENCY SHALL REQUIRE A SPECIAL
 INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS PURSUANT TO
 A STRUCTURAL INSPECTION PLAN PREPARED BY THE ENGINEER
 OF RECORD. THE STRUCTURAL INSPECTION PLAN MUST BE
 SUBMITTED TO THE ENFORCING AGENCY PRIOR TO THE ISSUANCE
 OF A BUILDING PERMIT.
  
 5B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUESTS FOR THRESHOLD
 BUILDINGS, A SPECIAL INSPECTOR IS REQUIRED BY F.S.
 553.79 (5) TO THE MINIMUM INSPECTIONS REQUIRED BY THIS
 CODE. THE THRESHOLD INSPECTION FORMS ARE REQUIRED TO BE
 FILLED OUT BY ALL PARTIES WITH INTEREST, NOTARIZED AND
 RETURNED TO THIS OFFICE AND REVIEWED AND APPROVED
 BEFORE PERMIT ISSUANCE WILL TAKE PLACE. CONTACT KEN
 CONRAD, MANAGER OF SPECIAL INSPECTOR PROGRAM AT (561)
 805-6666 FOR FURTHER INFORMATION BEFORE THE PERMIT MAY
 BE ISSUED.
  
 5C) MISSING STATEMENT. THRESHOLD BUILDING, REQUIRED.
 W.P.B. AMENDMENT 110.3.7.4.4. 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 FIRE-SAFETY STANDARDS AS DETERMINED BY THE
 LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
 F.S.?
  
  
 _______________________________________
  
  
 1. FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE
 PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED
 AND APPROVED IN WRITING BY THE DESIGNER OF RECORD.
 SPECIFICALLY, PROVIDE ROOFING, WINDOW, AND DOORS
 INCLUDING STOREFRONT AND NANA WALL SYSTEMS AND LOUVERS.
 IF THESE ARE NOT PROVIDED YOU CAN LIST THEM ON THE
 COVER PAGE AS DEFERRED SUBMITTALS.
  
 FBC 107.3.4.2 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.
  
 2. MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES
 SHALL COMPLY WITH FBC 404.2.4. MANEUVERING CLEARANCES
 SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE
 REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE.
  
 FBC ACCESSIBILITY 404.2.4.1 SWINGING DOORS AND GATES.
 SWINGING DOORS AND GATES SHALL HAVE MANEUVERING
 CLEARANCES COMPLYING WITH TABLE 404.2.4.1. (A)
 SEE RESTROOM DOORS 102, 103, 302, 303, 304 A / A2.2.2
 PROVIDE 18? AT THE FRONT APPROACH PULL SIDE.
  
 3. GATE AND FENCE AT THE WEST STAIRS OBSTRUCTS THE FLOW
 OF THE EGRESS CONTINUITY. SEE 1 / A6.1.1
  
 FBC 1003.6 MEANS OF EGRESS CONTINUITY.
 THE PATH OF EGRESS TRAVEL ALONG A MEANS OF EGRESS SHALL
 NOT BE INTERRUPTED BY ANY BUILDING ELEMENT OTHER THAN A
 MEANS OF EGRESS COMPONENT AS SPECIFIED IN THIS CHAPTER.
 OBSTRUCTIONS SHALL NOT BE PLACED IN THE REQUIRED WIDTH
 OF A MEANS OF EGRESS EXCEPT PROJECTIONS PERMITTED BY
 THIS CHAPTER. THE REQUIRED CAPACITY OF A MEANS OF
 EGRESS SYSTEM SHALL NOT BE DIMINISHED ALONG THE PATH OF
 EGRESS TRAVEL.
  
 4. PROVIDE A WPS (WELDING PROCEDURE SPEC). HAVE THIS ON
 SITE AT TIME OF INSPECTION.
  
 WELDED OR BOLTED CONNECTIONS
 THE CONTRACTOR IS REQUIRED TO PROVIDE A (WPS) WELD
 PROCEDURE SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION.
  
 2014 FBC-B 2204.1 WELDING
 2014 FBC-B 2204.2 BOLTING.
  
 5. NOTE: FOUNDATION PERMIT APPLICATION 17090199 HAS
 BEEN REVIEWED AND HAS PLAN REVIEW COMMENTS THAT NEED
 ADDRESSING.
  
 6. IMPACT FEES
  
 BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT
 FEES, REQUIRED BY PALM BEACH COUNTY, SHALL BE PAID.
 UPON FINAL APPROVAL OF PLANS, ONE SET OF PLANS SHALL BE
 SIGNED OUT AND SUBMITTED TO PALM BEACH COUNTY FOR AN
 IMPACT FEE REVIEW. THE PLANS WITH THE IMPACT FEE STAMP
 AND A COPY OF THE PAID RECEIPT MUST BE RETURNED TO THE
 CITY BUILDING DEPARTMENT BEFORE THE BUILDING PERMIT CAN
 BE ISSUED. FOR INFORMATION CALL PALM BEACH COUNTY
 IMPACT FEES AT (561) 233-5025.
  
 WHEN RESUBMITTING, PLEASE COMPLETE A RESUBMITTAL FORM:
  
 HTTP://WPB.ORG/DEVELOPMENT/WPCONTENT/UPLOADS/SITES/33/2
 013/09/APPLICATION_RESUBMITTAL_FORM_04132010.PDF
  
 THIS FORM IS ALSO AVAILABLE AT THE BUILDING DIVISION.
  
 WHEN RESUBMITTING, SWAP OUT SHEETS WHICH HAVE CHANGED
 SO THAT THERE ARE TWO COMPLETE, COLLATED SETS OF PLANS
 READY FOR PERMIT ISSUANCE. OLD SHEETS ARE TO BE
 RETAINED IN THE PERMIT APPLICATION PACKAGE (SEPARATE
 FROM THE PERMIT SETS) AND MARKED *OLD SHEETS* OR
 *VOID*. PLEASE KEEP BOTH SETS OF OLD VOIDED SHEETS IN
 THE PERMIT PACKAGE.
  
 A RESPONSE LETTER INDICATING HOW EACH ITEM WAS
 ADDRESSED WILL HELP TO EXPEDITE PLAN REVIEW.
  

Review Stop E ELECTRICAL
Rev No 3 Status P Date 2018-04-26 Cont ID  
Sent By jpearson Date 2018-04-26 Time 08:44 Rev Time 0.00
Received By jpearson Date 2018-04-26 Time 08:44 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 2 Status P Date 2018-03-05 Cont ID  
Sent By jpearson Date 2018-03-05 Time 07:41 Rev Time 0.00
Received By jpearson Date 2018-03-05 Time 07:41 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2017-12-05 Cont ID  
Sent By jpearson Date 2017-12-05 Time 16:37 Rev Time 0.00
Received By jpearson Date 2017-12-05 Time 16:37 Sent To  
Notes
2017-12-05 16:37:14CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. BE ADVISED THAT FIRE ALARM, LOW VOLTAGE SYSTEMS,
 LIGHTNING PROTECTION, GENERATORS, COMMERCIAL HOOD
 SYSTEMS, SIGNS, SITE LIGHTING, AND SWIMMING POOLS
 (WHERE APPLICABLE) ARE NOT INCLUDED IN THE SCOPE OF
 THIS PLAN REVIEW. PROVIDE A BLOCK NOTE INDICATING THE
 REQUIRED SEPARATE PERMITS AND DATA SPECIFICATION SHEET
 SUBMITTALS FOR ANY OF THESE SYSTEMS PRESENT. FBC 105.1,
 107.2.1
 2. SHEET E1.1.1: PROVIDE AUTOMATIC LIGHTING CONTROL PER
 FBC EC 405.2.2
 3. SHEET E1.2.1: PROVIDE AUTOMATIC LIGHTING CONTROL PER
 FBC EC 405.2.2
 4. SHEET E3.0.0: FEEDER ?F-3? SHOULD NOT HAVE ANY
 EQUIPMENT GROUNDING CONDUCTOR, THIS IS STILL THE
 SERVICE LATERAL AND NOT A FEEDER. NEC 250.6, 250.24,
 250.122
 5. SHEET E3.0.0: MAIN # 1 IS SHOWN AS A DISCONNECT IN
 THE RISER DIAGRAM, BUT IS ALSO SHOWN AS A MAIN LUG
 PANEL IN THE PANEL SCHEDULE. CLARIFY AND/OR CORRECT.
 FBC 107.2.1
 6. SHEET E3.0.0: PANEL ?A? AND PANEL ?PARK? SHOW
 SEVERAL CIRCUITS CONTROLLED THROUGH PHOTOCELL. FBC
 ENERGY STATES: ?LIGHTING NOT DESIGNATED FOR
 DUSK-TO-DAWN OPERATION SHALL BE CONTROLLED BY EITHER A
 COMBINATION OF A PHOTOSENSOR AND A TIME SWITCH, OR AN
 ASTRONOMICAL TIME SWITCH. LIGHTING DESIGNATED FOR
 DUSK-TO-DAWN OPERATION SHALL BE CONTROLLED BY AN
 ASTRONOMICAL TIME SWITCH OR A PHOTOSENSOR.? CLARIFY
 WHAT TYPE OF LOAD THIS IS. FBC 107.2.1; FBC EC 405.2.4
  
 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 OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  

Review Stop ENG ENGINEERING CSD
Rev No 4 Status P Date 2018-06-20 Cont ID  
Sent By shill Date 2018-06-20 Time 15:51 Rev Time 0.00
Received By shill Date 2018-06-20 Time 15:51 Sent To  
Notes
2018-06-20 15:51:57OK PER MG
  

Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2018-05-27 Cont ID  
Sent By shill Date 2018-05-27 Time 15:38 Rev Time 0.00
Received By shill Date 2018-05-27 Time 15:38 Sent To  
Notes
2018-05-27 15:39:02EMAILED MANNY GONZALEZ ON 5/26 RE: APPROVAL FOR PROJECT
 PENDING VERIFICATION THAT ENGINEERING REQUIREMENTS HAVE
 BEEN SATISFIED
  
  

Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2018-04-13 Cont ID  
Sent By shill Date 2018-04-13 Time 12:04 Rev Time 0.00
Received By shill Date 2018-04-13 Time 12:04 Sent To  
Notes
2018-04-13 12:04:35CONTACT 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 ENG ENGINEERING CSD
Rev No 1 Status F Date 2017-12-14 Cont ID  
Sent By shill Date 2017-12-14 Time 09:04 Rev Time 0.00
Received By shill Date 2017-12-14 Time 09:03 Sent To  
Notes
2017-12-14 09:04:27CONTACT 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 2 Status P Date 2018-03-02 Cont ID  
Sent By scaldero Date 2018-03-02 Time 09:53 Rev Time 0.00
Received By scaldero Date 2018-03-02 Time 09:43 Sent To  
Notes
***NONE***

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2017-11-28 Cont ID  
Sent By wjolin Date 2017-11-28 Time 13:32 Rev Time 0.00
Received By wjolin Date 2017-11-28 Time 12:02 Sent To  
Notes
2017-11-28 13:02:07201 NORTH FLAGLER DRIVE
 PERMIT #17110857
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 *****APPROVED WITH PROVISIONS*****
  
 GENERAL: PLANS INDICATE AN ADDRESS OF 185 BANYAN
 BOULEVARD; HOWEVER, THE PERMIT APPLICATION INDICATES AN
 ADDRESS OF 201 NORTH FLAGLER DRIVE. PLEASE COORDINATE
 THE PROPER ADDRESS.
  
 SHEET FP1.1.1: BACKFLOW PREVENTER SHALL BE LOCATED IN
 ACCORDANCE PER NFPA 24 SECTION 6.2.1, ALL CONNECTIONS
 TO PRIVATE FIRE SERVICE MAINS FOR FIRE PROTECTION
 SYSTEMS SHALL BE ARRANGED IN ACCORDANCE WITH ONE OF THE
 FOLLOWING SO THAT THEY CAN BE ISOLATED:
 (1)A POST INDICATOR VALVE INSTALLED NOT LESS THAN 40
 FEET FROM THE BUILDING.
 (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A POST
 INDICATOR VALVE SHALL BE PERMITTED TO BE INSTALLED
 CLOSER THAN 40 FEET BUT AT LEAST AS FAR FROM THE
 BUILDING AS THE HEIGHT OF THE WALL FACING THE POST
 INDICATOR VALVE.
 (2) A WALL POST INDICATOR VALVE
 (3) AN INDICATING VALVE IN A PIT, INSTALLED IN
 ACCORDANCE WITH SECTION 6.4
 (4) A BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING
 VALVE NOT LESS THAN 40 FEET FROM THE BUILDING.
 (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A
 BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING VALVE
 SHALL BE PERMITTED TO BE INSTALLED CLOSER THAN 40 FEET
 BUT AT LEAST AS FAR FROM THE BUILDING AS THE HEIGHT OF
 THE WALL FACING THE BACKFLOW PREVENTER.
 (5) CONTROL VALVES INSTALLED IN A FIRE-RATED ROOM
 ACCESSIBLE FROM THE EXTERIOR
 (6) CONTROL VALVES IN A FIRE-RATED STAIR ENCLOSURE
 ACCESSIBLE FROM THE EXTERIOR AS PERMITTED BY THE
 AUTHORITY HAVING JURISDICTION
  
 SHEET FP1.2.1: A SECOND STANDPIPE RISER WITH FIRE
 DEPARTMENT HOSE VALVES IS NEEDED ON THE EAST SIDE OF
 THE BUILDING TO COMPLY WITH THE COVERAGE REQUIREMENTS
 NFPA 14.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
  

Review Stop G GAS REVIEW
Rev No 1 Status P Date 2018-03-15 Cont ID  
Sent By gjohnson Date 2018-03-15 Time 14:57 Rev Time 0.00
Received By gjohnson Date 2018-03-15 Time 14:57 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-05-27 Cont ID  
Sent By shill Date 2018-05-27 Time 16:05 Rev Time 0.00
Received By shill Date 2018-04-16 Time 11:23 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-04-13 Cont ID  
Sent By shill Date 2018-04-13 Time 12:05 Rev Time 0.00
Received By shill Date 2018-02-22 Time 08:22 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2018-01-25 Cont ID  
Sent By lmarchan Date 2018-01-25 Time 14:31 Rev Time 0.00
Received By lmarchan Date 2017-11-22 Time 08:55 Sent To  
Notes
***NONE***

Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2018-07-12 Cont ID  
Sent By shill Date 2018-07-12 Time 15:20 Rev Time 0.00
Received By shill Date 2018-07-12 Time 15:20 Sent To  
Notes
2018-07-12 15:20:36MU2018-24209
 $0 DUE
  

Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2018-03-06 Cont ID  
Sent By aclange Date 2018-03-06 Time 10:24 Rev Time 0.00
Received By aclange Date 2018-03-06 Time 10:24 Sent To  
Notes
2018-03-06 10:24:45IMPACT FEES
  
 BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT
 FEES, REQUIRED BY PALM BEACH COUNTY, SHALL BE PAID.
 UPON FINAL APPROVAL OF PLANS, ONE SET OF PLANS SHALL BE
 SIGNED OUT AND SUBMITTED TO PALM BEACH COUNTY FOR AN
 IMPACT FEE REVIEW. THE PLANS WITH THE IMPACT FEE STAMP
 AND A COPY OF THE PAID RECEIPT MUST BE RETURNED TO THE
 CITY BUILDING DEPARTMENT BEFORE THE BUILDING PERMIT CAN
 BE ISSUED. FOR INFORMATION CALL PALM BEACH COUNTY
 IMPACT FEES AT (561) 233-5025.

Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-12-13 Cont ID  
Sent By aclange Date 2017-12-13 Time 12:59 Rev Time 0.00
Received By aclange Date 2017-12-13 Time 12:59 Sent To  
Notes
2017-12-13 12:59:55IMPACT FEES
  
 BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT
 FEES, REQUIRED BY PALM BEACH COUNTY, SHALL BE PAID.
 UPON FINAL APPROVAL OF PLANS, ONE SET OF PLANS SHALL BE
 SIGNED OUT AND SUBMITTED TO PALM BEACH COUNTY FOR AN
 IMPACT FEE REVIEW. THE PLANS WITH THE IMPACT FEE STAMP
 AND A COPY OF THE PAID RECEIPT MUST BE RETURNED TO THE
 CITY BUILDING DEPARTMENT BEFORE THE BUILDING PERMIT CAN
 BE ISSUED. FOR INFORMATION CALL PALM BEACH COUNTY
 IMPACT FEES AT (561) 233-5025.
  

Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2018-03-06 Cont ID  
Sent By ccole Date 2018-03-06 Time 11:06 Rev Time 0.00
Received By ccole Date 2018-03-05 Time 17:26 Sent To  
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-12-01 Cont ID  
Sent By ccole Date 2017-12-01 Time 08:19 Rev Time 0.00
Received By ccole Date 2017-11-30 Time 16:40 Sent To  
Notes
2017-12-01 08:57:271ST REVIEW FBC-2014 MECHANICAL /ENERGY CONSERVATION
 CODES
 PERMIT #17110857
 12/1/17
  
 PLAN REVIEW RESULTS: DENIED.
 PLEASE ADDRESS THE FOLLOWING COMMENTS.
  
 1) SHEETS M1.1.1 & M1.2.1: WHAT STANDARD OR APPROVED
 CALCULATION PROCEDURE WAS USED TO DETERMINE THE AMOUNT
 OF COOLING PER SQUARE FOOT, AND THE 1ST AND 2ND FLOOR
 AC SYSTEM SIZES? PLEASE SHOW COMPLIANCE WITH SECTION
 C403.2.1 FBC-14 ENERGY CONSERVATION.
  
 C403.2.1 CALCULATION OF HEATING AND COOLING LOADS.
 DESIGN LOADS SHALL BE DETERMINED IN ACCORDANCE WITH THE
 PROCEDURES DESCRIBED IN THE ASHRAE/ACCA STANDARD 183 OR
 ACCA MANUAL N AND SHALL BE ATTACHED TO THE CODE
 COMPLIANCE FORM SUBMITTED TO THE BUILDING DEPARTMENT
 WHEN THE BUILDING IS PERMITTED OR, IN THE EVENT THE
 MECHANICAL PERMIT IS OBTAINED AT A LATER TIME, THE
 SIZING CALCULATION SHALL BE SUBMITTED WITH THE
 APPLICATION FOR THE MECHANICAL PERMIT. HEATING AND
 COOLING LOADS SHALL BE ADJUSTED TO ACCOUNT FOR LOAD
 REDUCTIONS THAT ARE ACHIEVED WHEN ENERGY RECOVERY
 SYSTEMS ARE UTILIZED IN THE HVAC SYSTEM IN ACCORDANCE
 WITH THE ASHRAE HVAC SYSTEMS AND EQUIPMENT HANDBOOK.
 ALTERNATIVELY, DESIGN LOADS SHALL BE DETERMINED BY AN
 APPROVED EQUIVALENT COMPUTATION PROCEDURE, USING THE
 DESIGN PARAMETERS SPECIFIED IN CHAPTER 3.
  
 EXCEPTION: WHERE MECHANICAL SYSTEMS ARE DESIGNED BY A
 REGISTERED ENGINEER, THE ENGINEER HAS THE OPTION OF
 SUBMITTING A SIGNED AND SEALED SUMMARY SHEET TO THE
 BUILDING DEPARTMENT IN LIEU OF THE COMPLETE SIZING
 CALCULATION(S). SUCH SUMMARY SHEET SHALL INCLUDE THE
 FOLLOWING (BY ZONE):
  
 1. PROJECT NAME/OWNER
  
 2. PROJECT ADDRESS
  
 3. AREA IN SQUARE FEET
  
 4. SIZING METHOD USED
  
 5. OUTDOOR DRY BULB USE
  
 6. INDOOR DRY BULB
  
 7. OUTDOOR WET BULB USED
  
 8. GRAINS WATER (DIFFERENCE)
  
 9. TOTAL SENSIBLE GAIN
  
 10. TOTAL LATENT GAIN
  
 11. RELATIVE HUMIDITY
  
 12. TOTAL COOLING REQUIRED WITH OUTSIDE AIR
  
 13. TOTAL HEATING REQUIRED WITH OUTSIDE AIR
  
 2) COMMISSIONING OF THE MECHANICAL SYSTEMS IS REQUIRED
 IN ACCORDANCE WITH SECTION C408.2. PLEASE SUBMIT A
 COMMISSIONING PLAN IN COMPLIANCE WITH SECTION C408.2.1.
  
 3) A SMOKE DETECTOR IS REQUIRED IN THE RETURN AIR
 SYSTEMS OF THE 5-TON RTU-1 SYSTEM PER SECTION 606.2.1.
 PLEASE NOTE THAT AN EXEMPTION CAN BE APPLIED IF THE
 MANUFACTURER'S SPECIFICATIONS INDICATE THE SYSTEM IS
 NOT CAPABLE OF PRODUCING OVER 2000 CFMS OF SUPPLY AIR.
  
 4) PROVIDE A DETAIL FOR INSTALLATION OF THE FIRE/SMOKE
 DAMPERS AND SUBMIT PRODUCT DATA AND SPECIFICATIONS
 SHEETS.
  
 5) M5.01: NOTE 4 UNDER THE EQUIPMENT SUPPORT CURB
 DETAIL APPEARS TO INDICATE THAT THE CURB AND RTU
 INSTALLATION WILL BE DESIGNED BY A STRUCTURAL ENGINEER.
 IT ALSO REFERENCES DWG. S3.300 WHICH WAS NOT UPLOADED
 WITH THE PLANS SET. PLEASE PROVIDE SITE SPECIFIC
 ENGINEERING FOR INSTALLATION OF RTU-1 IN ACCORDANCE
 WITH SECTION 1609 FBC-14 BUILDING.
  
 6) PROVIDE A LIST OF DEFERRED SUBMITTALS.
  
 DEFERRED SUBMITTALS
  
 1) DEFERRED SUBMITTAL: 107.3.4.2 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.
 2) DEFERRED SUBMITTAL. 2010 FBC 107.3.4.1 PRODUCT
 APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED BY THE
 FAC RULE 9N-03 SHALL BE REVIEWED AND APPROVED IN
 WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  

Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status P Date 2017-12-14 Cont ID  
Sent By aclange Date 2017-12-14 Time 09:24 Rev Time 0.00
Received By aclange Date 2017-12-14 Time 09:24 Sent To  
Notes
2017-12-14 09:24:22FLOOD MAP IN EFFECT AT TIME OF FOUNDATION PERMIT
 APPLICATION 1979 FIRMS + 1' FREEBOARD
 MINIMUM ELEVATION = 8.0' NGVD29
 PROPOSED LOWEST FINISHED FLOOR ELEVATION = 9.0' NGVD29
  
 PROVISO:
 A "CONSTRUCTION DRAWING" ELEVATION CERTIFICATE IS
 RECOMMENDED AT THIS TIME TO AVOID FUTURE DELAYS
 (CORRECTIONS, IF APPLICABLE, WILL NOT DELAY PERMIT
 ISSUANCE)
 A "BUILDING UNDER CONSTRUCTION" ELEVATION CERTIFICATE
 OR FORM BOARD SURVEY IS REQUIRED PRIOR TO CONCRETE
 POUR. THIS MAY BE SENT VIA EMAIL FOR PRELIMINARY REVIEW
 A "FINISHED CONSTRUCTION" ELEVATION CERTIFICATE IS
 REQUIRED PRIOR TO FINAL INSPECTION AND/OR CO AND/OR
 TCO.
  
  
  

Review Stop P PLUMBING
Rev No 2 Status P Date 2018-03-15 Cont ID  
Sent By gjohnson Date 2018-03-15 Time 15:03 Rev Time 0.00
Received By gjohnson Date 2018-03-13 Time 17:12 Sent To  
Notes
***NONE***

Review Stop P PLUMBING
Rev No 1 Status F Date 2017-12-18 Cont ID  
Sent By gjohnson Date 2017-12-18 Time 11:25 Rev Time 0.00
Received By gjohnson Date 2017-12-16 Time 13:54 Sent To  
Notes
2017-12-18 13:28:511ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. SHAT. LS.1.1 UNDER THE PLUMBING FIXTURES REQUIRED,
 FIRST FLOOR TERRACE A-2 YOU HAVE FOR YOUR FIXTURE RATIO
 AS 1 PER 125 FOR MEN AND 1 PER 65 FOR WOMEN IT SHALL BE
 1 PER 75 FOR BOTH SEXES. PER FBC PL TABLE 403.1
  
 2. SHAT. LS.1.1 UNDER THE PLUMBING FIXTURES REQUIRED,
 SECOND FLOORR TERRACE A-2 YOU HAVE FOR YOUR FIXTURE
 RATIO AS 1 PER 125 FOR MEN AND 1 PER 65 FOR WOMEN IT
 SHALL BE 1 PER 75 FOR BOTH SEXES. PER FBC PL TABLE
 403.1
  
 3. SHT. LS .1.1 WHAT WILL THE ROOF TERRACE BE USED FOR
 IF IT IS USED FOR THE RESTAURANT PATRONS FOR DINNING IT
 SHALL BE CONSIDERED AN A-2 WITH A FIXTURE RATIO OF 1
 PER 75 FOR BOTH SEXES. PER FBC PL TABLE 403.1
  
 4. SHT LS .1.1 FOR THE A-2 RESTAURANT OCCUPANCY A WATER
 FOUNTAIN IS NOT REQUIRED BUT FOR THE BUSINESS OR
 MERCANTILE OCCUPANCY'S WITH A OCCUPANT LOAD OVER 15 A
 WATER FOUNTAIN IS REQUIRED. PER FBC PL TABLE 403.1
  
 5. PLEASE PROVIDE FIXTURE COUNT FOR THE OCCUPANTS OF
 THE PARK NEXT TO RESTAURANT AND THE STANDARD THAT IT
 WAS DESIGNED UNDER. PER WPB AMEND TO FBC 107.2.1
  
 6. SHT LS .1.2 SYSTEM NO-C-AJ-1014 PART OF THE TEXT IS
 CUT OFF PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 7. PROVIDE DETAIL WITH A SYSTEM DESIGNED FOR PLASTIC
 PIPE LARGE THAN 2". PER WPB AMEND TO FBC 107.2.1
  
 8. SHT. A2-2-2 DETAIL PLEASE SHOW CLEAR FLOOR SPACE FOR
 WATER CLOSETS. PER FBC ACC 604.3.1
  
 9. SHT. A2-2-2 LABEL ALL CLEAR FLOR SPACES WITH
 DIMENSIONS. PER WPB AMEND TO FBC 107.2.1
  
 10.SHT. A2-2-2 THE GRAB BARS SHALL BE MEASURE FROM THE
 GRIPPING SURFACE TI FINISHED FLOOR. PER FBC ACC 609.4
  
 11. SHT. A2-2-2 PLEASE SHOW COMPLIANCE WITH FBC ACC
 604.7 DISPENSERS.
 TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT
 OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE
 DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15
 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS.
  
 12. SHT. A2-2-2 PLEASE SHOW COMPLIANCE WITH FBC ACC
 604.4 SEATS.
 THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH
 FLOOR SHALL BE 17 INCHES (430 MM) MINIMUM AND 19 INCHES
 (485 MM) MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS
 SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION.
  
 13. SHT. A2-2-2 PLEASE SHOW COMPLIANCE WITH FBC ACC
 603.3 MIRRORS.
 MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL
 BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING
 SURFACE 40 INCHES (1015 MM) MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES
 OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE
 OF THE REFLECTING SURFACE 35 INCHES (890 MM) MAXIMUM
 ABOVE THE FINISH FLOOR OR GROUND.
  
 14. SHT. A8-2-1 DETAIL #3 PLEASE SHOW PLEASE SHOW HOW
 THE-ROOF DRAIN WILL BE SECURED TO STRUCTURAL SLAB. PER
 WPB AMEND TO FBC 107.2.1
  
 15. SHT. P2.1.1 PROVIDE NOTE ON PLAN OR SHOW ON RISER
 COMPLIANCE WITH FBC PL 416.5 TEMPERED WATER FOR PUBLIC
 HAND-WASHING FACILITIES.
 TEMPERED WATER SHALL BE DELIVERED FROM LAVATORIES AND
 GROUP WASH FIXTURES LOCATED IN PUBLIC TOILET FACILITIES
 PROVIDED FOR CUSTOMERS, PATRONS AND VISITORS. TEMPERED
 WATER SHALL BE DELIVERED THEOUGH AN APPROVED
 WATER-TEMPERATURE LIMITING DEVICE THAT CONFORMS TO ASSE
 1070 OR CSA B125.3.
  
 16. HOW WILL THE FUTURE CAPPED SANITARY LINE BE
 LOCATED-UNDER THE SLAB. PER WPB AMEND TO FBC 107.2.1
  
 17. SHT. P3.2.1 PLEASE SHOW DFU LOAD ON SANITARY
 ISOMETRIC. PER FBC PL 710.1 AND TABLE 710.1(1)
  
 18. SHT. P3.3.1 THE PIPE SIZE IS MISSING PLEASE CLARIFY
 PER WPB AMEND TO FBC 107.2.1
 A) THE BRANCH FROM SECOND FLOOR TROUGH DRAIN
 B) THE BRANCH FROM THR RISER CONNECTING TROUGH DRAINS
  
 19. P3.3.1 SQFT IS MISSING ON BRANCH CONNECTING THE
 ROOF TERRACE TRENCH DRAIN. PER WPB AMEND TO FBC 107.2.1
  
 20. PROVIDE SIZING CALCULATIONS FROM SCHEIR
 MANUFACTURING FOR THE GREASE INTERCEPTORS. PER WPB
 AMEND TO FBC 107.2.1
  
 21. SHT. P3.3.1 THE 4" BRANCH CONNECTING THR TRENCH
 DRAIN-AND A + B STACKS FROM THE ROOF TERRACE IS
 UNDERSIZED PER FBC PL TABLE 1106.3
  
 22. SHT. P3.3.1 SHOW SQFT ON OVERFLOW PIPING. PER WPB
 AMEND TO FBC 107.2.1
  
 23. SHT. P3.3.1 THE 6" HORIZONTAL OVERFLOW DRAIN PIPE
 IS UNDERSIZED PER FBC PL TABLE 1106.3
  
 24. SHT. P3.3.1 THE SECOND SECTION OF 8" HORIZONTAL
 DRAIN PIPE WITH 12796 SQFT IS UNDERSIZED PER FBC PL
 TABLE 1106.3
  
 25. SHT. P3.3.1 WHAT LEVEL IS THE TRENCH DRAIN THAT IS
 LABELED WITH 350 SQFT PLEASE CLARIFY. PER WPB AMEND TO
 FBC 107.2.1
  
 26. SHT. P4.1.1 A DOUBLE SANITARY TEE CAN NOT BE USED
 AS A SAMPLING PORT A PRE MANUFACTURED SAMPLING PORT OR
 A TWO WAY CLEANOUT CAN BE USED PER WPB UTILITIES DEPT.
 SEE STANDARD DETAIL GS 7 OR GS 7.1
  
 27. P4.1.1 MIAMI DADE CODES DO NOT APPLY TO THIS
 PROJECT PLEASE REMOVE ANY REFERENCES FROM PLAN. PER WPB
 AMEND TO FBC 107.2.1
  
 28. P4.2.1 DETAIL WITH SPACING OF PIPE HANGERS DOES NOT
 COMPLY WITH FBC PL TABLE 308.5 PLEASE CLARIFY
  
  
  
 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-GREASE GREASE INTERCEPTOR/TRAP REVIEW
Rev No 1 Status P Date 2018-03-15 Cont ID  
Sent By gjohnson Date 2018-03-15 Time 14:40 Rev Time 0.00
Received By gjohnson Date 2018-03-15 Time 14:40 Sent To  
Notes
***NONE***

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2018-05-27 Cont ID  
Sent By shill Date 2018-05-27 Time 15:37 Rev Time 0.00
Received By shill Date 2018-05-27 Time 15:30 Sent To  
Notes
2018-05-27 15:37:55SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. DIGITAL SIGNATURES/SEALS ARE IN ACCORDANCE WITH FS
 471, FS 481. NEW SHEETS SUBMITTED IN THE NEXT REVIEW
 CYCLE REQUIRE REVIEW.
  
 2. ENERGY CALCS, AC CALCS - OK
  
 3. CIVILS OK
  
 4. ARCHITECTURAL SHEETS (KEITH SPINA, RA) OK
  
 5. STRUCTURAL SHEETS (ANDREW P. SULLIVAN, PE) OK
  
 6. MECHANICAL, PLUMBING, ELECTRICAL, FA, FS SHEETS
 (STEVEN FELLER, PE) OK
  
 7. HARDSCAPE SHEETS (BRYAN DONAHUE, RLA) OK
  
  
  
  

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2018-03-06 Cont ID  
Sent By aclange Date 2018-03-06 Time 10:25 Rev Time 0.00
Received By aclange Date 2018-03-06 Time 10:24 Sent To  
Notes
***NONE***

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2017-12-20 Cont ID  
Sent By shill Date 2017-12-20 Time 06:37 Rev Time 0.00
Received By shill Date 2017-12-20 Time 06:37 Sent To  
Notes
2018-03-06 12:46:01MECH DIG/SIGS OK
 CCOLE-3/6/18
2017-12-20 06:49:40SAMANTHA HILL
 561-805-6724
 [email protected]
  
 PROVISO: DIGITAL SIGNATURE REVIEW: NEW SHEETS AND
 DOCUMENTS SUBMITTED NEXT REVIEW CYCLE NEED REVIEW
  
 DIGITAL SIGNATURE/SEALS VERIFIED:
  
 ENERGY CALC REPORT - STEVEN FELLERS, PE AND KEITH
 SPINA: OK
 ENERGY INPUT REPORT - STEVEN FELLERS, PE: OK
 SYSTEM CHECKSUMS - NEED TO BE SIGNED AND SEALED
 CIVILS - GREGORY F. BOLEN, PE: OK
 ARCHITECTURAL SHEETS - KEITH M. SPINA: OK
 STRUCTURAL SHEETS - ANDREW P. SULLIVAN, PE: OK
 MECHANICAL, ELECTRICAL, PLUMBING, FIRE ALARM, FIRE
 PROTECTION SHEETS - STEVEN FELLERS, PE: OK
  
  
  
  
  

Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 2 Status P Date 2018-03-06 Cont ID  
Sent By aclange Date 2018-03-06 Time 11:28 Rev Time 0.00
Received By aclange Date 2018-03-06 Time 11:28 Sent To  
Notes
2018-03-06 11:29:55SPECIAL INSPECTOR AGRREEMENT ON FILE WITH FOUNDATION
 PERMIT 17090199. COPIES PROVIDED TO RICHARD GATHRIGHT
 AND KEN CONRAD.

Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status F Date 2017-12-20 Cont ID  
Sent By shill Date 2017-12-20 Time 06:53 Rev Time 0.00
Received By aclange Date 2017-12-20 Time 06:53 Sent To  
Notes
2017-12-20 10:14:4712/20/17
  
 ART LANGE BUILDING PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33402
 561-805-6718 [email protected]
  
 FBC FLORIDA BUILDING CODE 2014 5TH EDITION W/2010 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
  
  
 CALLED HEDRICK CONSTRUCTION. REQUESTED AN EMAIL ADDRESS
 TO SEND OVER THE GUIDELINES AND POLICIES FOR PROJECTS
 CONCERNING THRESHOLD/SPECIAL INSPECTORS AND RESIDENT
 INSPECTORS.
  
 1) A RESIDENT INSPECTOR WILL BE REQUIRED FOR THIS
 PROJECT PER WEST PALM BEACH ADMINISTRATIVE CODE
 SECTION:
 110.3.9 OTHER INSPECTIONS SERVICES. THE BUILDING
 OFFICIAL MAY MAKE, OR CAUSE TO BE MADE BY OTHERS, THE
 INSPECTIONS REQUIRED BY SECTION 109. HE/SHE MAY ACCEPT
 REPORTS OF INSPECTORS OF RECOGNIZED INSPECTION
 SERVICES, PROVIDED THAT AFTER INVESTIGATION HE/SHE IS
 SATISFIED AS TO THEIR QUALIFICATIONS AND RELIABILITY. A
 CERTIFICATE CALLED FOR BY ANY PROVISION OF THE
 TECHNICAL CODES SHALL NOT BE BASED ON SUCH REPORTS
 UNLESS THE SAME ARE IN WRITING AND CERTIFIED BY A
 RESPONSIBLE OFFICER OF SUCH SERVICE. THE BUILDING
 OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY AN INSPECTION
 SERVICE IN THE FOLLOWING INSTANCES:
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH IN EXCESS OF 3000 POUNDS PER SQUARE
 INCH
 4. FOR PILE DRIVING
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION
 SUCH INSPECTORS SHALL BE ADEQUATELY PRESENT AT TIMES
 WORK IS UNDERWAY ON THE STRUCTURAL ELEMENTS OF THE
 BUILDING. SUCH INSPECTORS SHALL BE A REGISTERED
 ARCHITECT, OR ENGINEER, OR A PERSON LICENSED UNDER
 CHAPTER 468, PART XII, FLORIDA STATUTES. SUCH
 INSPECTORS SHALL SUBMIT WEEKLY PROGRESS REPORTS
 INCLUDING THE DAILY INSPECTIONS TO THE BUILDING
 OFFICIAL, AND INCLUDING A CODE COMPLIANCE OPINION OF
 THE RESIDENT INSPECTOR.
 CONTACT KEN CONRAD MANAGER OF THE RESIDENT INSPECTOR
 PROGRAM AT (561)805-6666 FOR FURTHER INFORMATION
 BEFORE THE PERMIT MAY BE ISSUED.
  
  
  

Review Stop Z ZONING
Rev No 3 Status P Date 2018-05-04 Cont ID  
Sent By aaponte Date 2018-05-04 Time 15:48 Rev Time 0.00
Received By aaponte Date 2018-05-04 Time 15:48 Sent To  
Notes
2018-05-04 15:49:43PROVISO: LANDSCAPE PERMITS SHALL BE SUBMITTED BEFORE
 CONSTRUCTION STARTS.

Review Stop Z ZONING
Rev No 2 Status F Date 2018-04-06 Cont ID  
Sent By aaponte Date 2018-04-06 Time 15:47 Rev Time 0.00
Received By aaponte Date 2018-04-06 Time 10:27 Sent To  
Notes
2018-04-06 12:10:401. NOT SATISFIED. SHEET A1-1-1 IS DIFFERENT THAN SHEET
 A1-1-2 , PLEASE ADJUST ALL DRAWINGS TO REFLECT THE SAME
 INFORMATION. SHEET A1-1-1 INDICATES THE STAIR ENDING
 NORTH OF THE PROJECTION OF THE PLANTER (DRAWING NOT
 DIMENSION THEREFORE CONFIRMATION NOT POSSIBLE BY
 STAFF), IT SEEMS AN ACCEPTABLE CONDITION, BUT DIMENSION
 DRAWING NEEDED TO CONFIRM. - 1/17/18- A MINIMUM 8'
 CLEAR SIDEWALK SHALL BE PROVIDED AROUND THE PROJECT.
 THE MAIN STAIR AT THE CORNER OF FLAGLER DRIVE AND
 BANYAN BLVD IS ENCROACHING TOO MUCH INTO THE CLEAR
 SIDEWALK PATH. ONE FOOT OF THE TREE GRATE CAN BE
 COUNTED TOWARDS THE CLEAR PATH IF NEEDED.
 2. NOT SATISFIED - 1/18/19. ARTIFICAL GRASS IS NOT
 ALLOWED IN ANY LOCATION VISIBLE FROM THE PUBLIC RIGHT
 OF WAY.
 3. NOT SATISFIED. IN ADDITION TO THE ELEMENTS MENTIONED
 IN PREVIOUS REVIEW, THE AMOUNT OF WINDOWS ALONG BANYAN
 BLVD HAS ALSO BEEN REDUCED. PLEASE SUBMTI INFORMATION
 TO CONFIRM COMPLIANCE WITH THE MINIMUM 50% TRANSPARENCY
 REQUIRED ALONG BANYAN BOULEVARD. -1/17/18 .ORIGINAL
 APPROVAL INCLUDED AN EYE BROW ELEMENT ALONG BANYAN
 BOULEVARD AND A METAL MESH ELEMENT AT THE CORNER OF
 NARCISSUS AVE AND BANYAN BLVD TO ENHANCE THE BLANK
 FACADE. THOSE ELEMENTS SHALL NOT BE REMOVED AS THEY
 WERE APPROVED AS PART OF THE ARCHITECTURAL DESIGN
 PRESENTED TO THE DAC.
 4. SP1-01 STILL SHOWS DOOR, PLEASE ADJUST ALL DRAWING.-
 1/17/18 -ORIGINAL APPROVAL DID NOT INCLUDE A MECHANICAL
 DOOR ALONG NARCISSUS AVENUE. IF THE DOOR SHALL REMAIN
 AT THAT LOCATION ITS APPEARANCE SHALL BE IMPROVED.
 ORIGINAL APPROVAL DEPICTS A WINDOW.
 5. ACCORDING TO CURRENT SIGN REGULATION, ONLY SIGNAGE
 ALLOWED IS FOR TENANT ON FIRST FLOOR.-1/17/18 -SIGNAGE
 IS NOT INCLUDED UNDER THIS PERMIT. SECODN FLOOR TENANT
 IS NOT ALLOWED TO HAVE SIGN ON BUILDING FACADE. A
 PEDESTRIAN BLADE SIGN WILL BE PERMITTED.
 6. SATISFIED - 1/17/18-ROOF TOP TERRACE DOES NOT
 INCLUDE ANY VEGETATION OR ANY ROOF SCREENING FOR
 MECHANICAL EQUIPMENT. HOTEL ROOMS WILL HAVE A DIRECT
 VIEW OF MECHANICAL EQUIPMENT.
 7. APPLICANT'S RESPONSE ACKNOWLEDGED. STAFF WILL
 DISCUSS WITH ENG. DEPARTMENT FOR FINAL
 DETERMINATION.-1/17/18 -PLEASE PROVIDE A PEDESTRIAN
 CROSSING AT NARCISSUS AVE AND 2ND STREET TO CONNECT
 WITH THE PARK ON THE NORTH SIDE.
 8. OK- 1/17/18- CAN THE PROPOSED SWITCH CABINET ALONG
 NARCISSUS BE RELOCATED AWAY FROM THE PEDESTRIAN PATH OF
 TRAVEL?
 9. DETAIL OF SPECIFIC LIGHT FIXTURE ARE NEEDED.
 -1/19/18.PLEASE PROVIDE SPECS FOR LIGHT FIXTURES AND
 POLES ON ROW. FLAGLER POLES AND FIXTURES SHALL MATCH
 THE WATERFRONT DESIGN, AND OTHER STREETS SHALL FOLLOW
 THE DOWNTOWN STANDARD. IF ANY COBRA HEADS EXISTS, THEY
 SHOUDL BE REMOVED AND REPLACED BY DECORATIVE.
 10.OK- 1/17/18- STAFF RECOMMENDS NARCISSUS AVE TO BE
 DESIGNED AS A CURBLESS ROAD TO FACILITATE THE
 RELATIONSHIP BETWEEN THE HOTEL AND THE PARK.
 11. OK - 1/17/18. ADA RAMPS AT CORNRES SHALL BE
 DESIGNED TO REDUCED PEDESTRIAN DISTANCE AT CROSSING.
 STAFF SUGGEST DOING TWO RAMPS INSTEAD OF ONE.
 12. OK- 1/17/18. PLEASE COORDINATE WITH THE CITY FOR
 THE REDESIGN OF THE FLAGLER DRIVE AND BANYAN BOULEVARD
 INTERSECTION. CHANGES MAY AFFECT PROJECT STARS.
 13. CITY RECORDS DO NOT SHOW A SEPARATE LANDSCAPE
 PERMIT FOR ANY OF THE 3 PROJECTS ASSOCIATED WITH THE
 OLD CITY HALL SITE. PLEASE SUBMIT A SEPARATE LANDSCAPE
 PERMIT. 1/19/18. A SEPARATE LANDSCAPE PERMIT SHALL BE
 SUBMITTED FOR THE PROJECT. AN ENGINEERING PERMIT WILL
 BE REQUIRED FOR THE LANDSCAPE ON THE ROW.
 14. OK - 1/17/18.FURTHER DISCUSSION IS NECESSARY FOR
 THE DESIGN OF THE PUBLIC PARK.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.

Review Stop Z ZONING
Rev No 1 Status F Date 2018-01-17 Cont ID  
Sent By AA Date 2018-01-17 Time 11:21 Rev Time 0.00
Received By aaponte Date 2018-01-17 Time 11:21 Sent To  
Notes
2018-01-17 12:34:491. A MINIMUM 8' CLEAR SIDEWALK SHALL BE PROVIDED AROUND
 THE PROJECT. THE MAIN STAIR AT THE CORNER OF FLAGLER
 DRIVE AND BANYAN BLVD IS ENCROACHING TO MUCH INTO THE
 CLEAR SIDEWALK PATH. ONE FOOT OF THE TREE GRATE CAN BE
 COUNTED TOWARDS THE CLEAR PATH IF NEEDED.
 2. ARTIFICAL GRASS IS NOT ALLOWED IN ANY LOCATION
 VISIBLE FROM THE PUBLIC RIGHT OF WAY.
 3. ORIGINAL APPROVAL INCLUDED AN EYE BROW ELEMENT ALONG
 BANYAN BOULEVARD AND A METAL MESH ELEMENT AT THE CORNER
 OF NARCISSUS AVE AND BANYAN BLVD TO ENHANCE THE BLANK
 FACADE. THOSE ELEMENTS SHALL NOT BE REMOVED AS THEY
 WERE APPROVED AS PART OF THE ARCHITECTURAL DESIGN
 PRESENTED TO THE DAC.
 4. ORIGINAL APPROVAL DID NOT INCLUDE A MECHANICAL DOOR
 ALONG NARCISSUS AVENUE. IF THE DOOR SHALL REMAIN AT
 THAT LOCATION ITS APPEARANCE SHALL BE IMPROVED.
 ORIGINAL APPROVAL DEPICTS A WINDOW.
 5. SIGNAGE IS NOT INCLUDED UNDER THIS PERMIT. SECODN
 FLOOR TENANT IS NOT ALLOWED TO HAVE SIGN ON BUILDING
 FACADE. A PEDESTRIAN BLADE SIGN WILL BE PERMITTED.
 6. ROOF TOP TERRACE DOES NOT INCLUDE ANY VEGETATION OR
 ANY ROOF SCREENING FOR MECHANICAL EQUIPMENT. HOTEL
 ROOMS WILL HAVE A DIRECT VIEW OF MECHANICAL EQUIPMENT.
 7. PLEASE PROVIDE A PEDESTRIAN CROSSING AT NARCISSUS
 AVE AND 2ND STREET TO CONNECT WITH THE PARK ON THE
 NORTH SIDE.
 8. CAN THE PROPOSED SWITCH CABINET ALONG NARCISSUS BE
 RELOCATED AWAY FROM THE PEDESTRIAN PATH OF TRAVEL?
 9. PLEASE PROVIDE SPECS FOR LIGHT FIXTURES AND POLES ON
 ROW. FLAGLER POLES AND FIXTURES SHALL MATCH THE
 WATERFRONT DESIGN, AND OTHER STREETS SHALL FOLLOW THE
 DOWNTOWN STANDARD. IF ANY COBRA HEADS EXISTS, THEY
 SHOUDL BE REMOVED AND REPLACED BY DECORATIVE.
 10. STAFF RECOMMENDS NARCISSUS AVE TO BE DESIGNED AS A
 CURBLESS ROAD TO FACILITATE THE RELATIONSHIP BETWEEN
 THE HOTEL AND THE PARK.
 11. ADA RAMPS AT CORNRES SHALL BE DESIGNED TO REDUCED
 PEDESTRIAN DISTANCE AT CROSSING. STAFF SUGGEST DOING
 TWO RAMPS INSTEAD OF ONE.
 12. PLEASE COORDINATE WITH THE CITY FOR THE REDESIGN OF
 THE FLAGLER DRIVE AND BANYAN BOULEVARD INTERSECTION.
 CHANGES MAY AFFECT PROJECT STARS.
 13. A SEPARATE LANDSCAPE PERMIT SHALL BE SUBMITTED FOR
 THE PROJECT. AN ENGINEERING PERMIT WILL BE REQUIRED FOR
 THE LANDSCAPE ON THE ROW.
 14. FURTHER DISCUSSION IS NECESSARY FOR THE DESIGN OF
 THE PUBLIC PARK.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.


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