Plan Review Details - Permit 19081537
Plan Review Stops For Permit 19081537
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2019-11-27 Cont ID  
Sent By dbattles Date 2019-11-26 Time 15:18 Rev Time 0.00
Received By dbattles Date 2019-11-26 Time 15:18 Sent To  
Notes
2019-11-26 15:18:44ADRESS REMAINS 7000 OKEECHOBEE BLVD.
  
 DYLAN BATTLES
 561-805-6718
 [email protected]
  
 THE CITY OF WEST PALM BEACH
 BUILDING PLANS EXAMINER PX4191
  
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2019-10-15 Cont ID  
Sent By dbattles Date 2019-10-15 Time 14:41 Rev Time 0.00
Received By dbattles Date 2019-10-15 Time 14:41 Sent To  
Notes
2019-10-15 14:42:03319 FBC[R] ADDRESS IS NEEDED FOR THIS BUILDING. THE
 PERMIT CANNOT BE ISSUED UNTIL AND ADDRESS HAS BEEN
 ASSIGNED TO THIS BUILDING.
 - PLEASE CALL MICHAEL ORIO BY PHONE AT 561-494-1080, OR
 BY E-MAIL [email protected]
  
 DYLAN BATTLES
 561-805-6718
 [email protected]
  
 THE CITY OF WEST PALM BEACH
 BUILDING PLANS EXAMINER PX4191
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2019-12-27 Cont ID  
Sent By dbattles Date 2019-12-27 Time 10:35 Rev Time 0.00
Received By dbattles Date 2019-12-27 Time 10:34 Sent To  
Notes
2019-12-27 10:34:52PROVISOS:
 THIS PROJECT WILL REQUIRE A RESIDENT INSPECTOR ON THE
 PROJECT AS LONG AS THERE IS STRUCTURAL STEEL BOLTED OR
 WELDED CONNECTIONS BAR JOIST AND THE STEEL ROOF DECK
 ANCHORING BY WELDS OR BOLTED CONNECTIONS.
 - 3RD PARTY INSPECTION S OF WELDED OR BOLTED
 CONNECTIONS TO BE PROVIDED WITH REPORTS TO BE GIVEN TO
 THE WPB INSPECTOR. IF RESIDENT INSPECTOR FORM IN NEEDED
 CONTACT PLAN REVIEWER TO E-MAIL. USE PAGES 10-16 FOR
 RESIDENT INSPECTOR.
 [email protected]
  
 DEFERRED SUBMITTALS-SEE LIST ON SHEET A0.01
 1) ROOF ACCESS LADDER
 2) ROOFING PRODUCT APPROVALS AND APPLICABLE ENGINEERING
 DUE WITH SUB-PERMIT APPLICAION.
 3) EXTERIOR FENESTRATION (WINDOWS, STOREFRONT, DOORS
 AND DRIVE THRU WINDOW)
 4) SEPARATE PERMITS FOR LIGHT POLES/SITE LIGHTING,
 DUMPSTER ENCLOSURE, FIRE ALARM, FIRE SPRINKLER, LOW
 VOLTAGE, ACCESS, LANDSCAPING, IRRIGATION, PARKING LOT,
 CANOPIES AND ALL OTHER ITEMS OTHER THAN BMEP
 5) STEEL JOISTS ENGINEERING TO BE PROVIDED TO INSPECTOR
 PRIOR TO INSTALLATION.
 6) CONSTRUCTION HOURS - 7AM TO 7PM MON-FRI, 8AM TO 8PM
 SAT-SUN
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2019-11-27 Cont ID  
Sent By dbattles Date 2019-11-26 Time 14:51 Rev Time 0.00
Received By dbattles Date 2019-11-26 Time 14:51 Sent To  
Notes
2019-11-26 14:50:22PROVISOS:
 THIS PROJECT WILL REQUIRE A RESIDENT INSPECTOR ON THE
 PROJECT AS LONG AS THERE IS STRUCTURAL STEEL BOLTED OR
 WELDED CONNECTIONS BAR JOIST AND THE STEEL ROOF DECK
 ANCHORING BY WELDS OR BOLTED CONNECTIONS.
 - 3RD PARTY INSPECTION S OF WELDED OR BOLTED
 CONNECTIONS TO BE PROVIDED WITH REPORTS TO BE GIVEN TO
 THE WPB INSPECTOR. IF RESIDENT INSPECTOR FORM IN NEEDED
 CONTACT PLAN REVIEWER TO E-MAIL. USE PAGES 10-16 FOR
 RESIDENT INSPECTOR.
 [email protected]
  
 DEFERRED SUBMITTALS-SEE LIST ON SHEET A0.01
 1) ROOF ACCESS LADDER
 2) ROOFING PRODUCT APPROVALS AND APPLICABLE ENGINEERING
 DUE WITH SUB-PERMIT APPLICAION.
 3) EXTERIOR FENESTRATION (WINDOWS, STOREFRONT, DOORS
 AND DRIVE THRU WINDOW)
 4) SEPARATE PERMITS FOR LIGHT POLES/SITE LIGHTING,
 DUMPSTER ENCLOSURE, FIRE ALARM, FIRE SPRINKLER, LOW
 VOLTAGE, ACCESS, LANDSCAPING, IRRIGATION, PARKING LOT,
 CANOPIES AND ALL OTHER ITEMS OTHER THAN BMEP
 5) STEEL JOISTS ENGINEERING TO BE PROVIDED TO INSPECTOR
 PRIOR TO INSTALLATION.
 6) CONSTRUCTION HOURS - 7AM TO 7PM MON-FRI, 8AM TO 8PM
 SAT-SUN
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2019-10-16 Cont ID  
Sent By dbattles Date 2019-10-16 Time 11:18 Rev Time 0.00
Received By dbattles Date 2019-10-11 Time 11:18 Sent To  
Notes
2019-10-16 11:19:10BUILDING REVIEW COMMENTS:
  
 W.P.B. PERMIT: 19081537
 REVIEWED: OCTOBER 16, 2019
  
 DYLAN BATTLES
 BUILDING PLANS EXAMINER PX4191
 [email protected]
 561-805-6718
  
 FLORIDA BUILDING CODE,6TH EDITION (2017)
 FBC[AMENDED] = 2017 CHAPTER 1 WPB AMENDMENTS (SEE LINK
 BELOW)
 HTTPS://WPB.ORG/DEPARTMENTS/DEVELOPMENT-SERVICES/FORMS/
 BUILDING-PERMIT-FORMS
 FBC[B] = FBC BUILDING
 FBC[A] = FBC ACCESSIBILITY
 FBC[E] = FBC ENERGY CONSERVATION
  
  
 1) 109.3 FBC[AMENDED]I SEE THIS IS SHEEL ONLY, BUT THE
 VALUE STILL SEEMS LOW AT $54.21 PER SQ. FT.
 - PLEASE PROVIDE DOCUMENTATION OF HOW VALUE WAS
 DETERMINED.
  
 2) 319 FBC[R] ADDRESS IS NEEDED FOR THIS BUILDING. THE
 PERMIT CANNOT BE ISSUED UNTIL AND ADDRESS HAS BEEN
 ASSIGNED TO THIS BUILDING.
 - PLEASE CALL MICHAEL ORIO BY PHONE AT 561-494-1080, OR
 BY E-MAIL [email protected]
  
 3) 401.2 FBC[CE] APPLICATION. COMMERCIAL BUILDINGS
 SHALL COMPLY WITH ONE OF THE FOLLOWING:
 1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1,
 EXCLUDING SECTION 9.4.1.1(G) OF THE STANDARD.
 2. 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.
 3. 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.
 - PLEASE PROVIDE DOCUMENTATION TO SHOW COMPLIANCE WITH
 ENERGY CONSERVATION CODE.
  
 4) 602.1 FBC[B]SHEET A2.01 STATE THE TYPE OF
 CONSTRUCTION AND THE OCCUPANCY GROUP.
 - PLEASE UPDATE THE FBC CODE REFERENCE IN THE
 PARENTHESIS TO SAY 2017 INSTEAD OF 2014.
  
 5) 704.10 FBC[B] EXTERIOR STRUCTURAL MEMBERS.
 LOAD-BEARING STRUCTURAL MEMBERS LOCATED WITHIN THE
 EXTERIOR WALLS OR ON THE OUTSIDE OF A BUILDING OR
 STRUCTURE SHALL BE PROVIDED WITH THE HIGHEST
 FIRE-RESISTANCE RATING AS DETERMINED IN ACCORDANCE WITH
 THE FOLLOWING:
 1. AS REQUIRED BY TABLE 601 FOR THE TYPE OF BUILDING
 ELEMENT BASED ON THE TYPE OF CONSTRUCTION OF THE
 BUILDING;
 2. AS REQUIRED BY TABLE 601 FOR EXTERIOR BEARING WALLS
 BASED ON THE TYPE OF CONSTRUCTION; AND
 3. AS REQUIRED BY TABLE 602 FOR EXTERIOR WALLS BASED ON
 THE FIRE SEPARATION DISTANCE.
 - STATE THE FIRE RESISTANCE REQ'D FOR BUILDING ELEMENTS
 FROM TABLE 601 FOR TYPE III-B CONSTRUCTION, OR INDICATE
 WHERE THAT INFORMATION IS IN THE PLANS.
  
 6) 107.2.5 FBC[AMENDED] PROVIDE SURVEY OF PROPERTY
 SHOWING EASEMENTS AND DISTANCE FROM PROPERTY LINES TO
 NEW STRUCTURE. SURVEY TO INCLUDE SLAB ELEVATION AND
 SHOW POSITIVE DRAINAGE FROM FOUNDATION.
  
 7) 401.4 FBC[R] PROVIDE SOIL REPORT TO SHOW BEARING
 CAPACITY AND FOUNDATION RECOMMENDATIONS.
  
 8) 107.3.5.3 FBC[AMENDED] PROVIDE SEDIMENT CONTROL TO
 KEEP CONSTRUCTION DEBRIS FROM ENTERING ADJACENT
 PROPERTIES AND STORM DRAINS DURING CONSTRUCTION. YOU
 CAN JUST ADD SILT FENCE DETAIL AND HOW DRAINS ARE
 PROTECTED TO THE DRAINAGE PLAN. SOME ENGINEERING
 STANDARD DETAILS CAN BE USED FROM WPB WEBSITE-POLLUTION
 CONTROL. HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUB
 LIC-WORKS/FORMS,-PERMITS-APPLICATIONS
  
 9) PAVING AND DRAINAGE PLANS
 - PROVIDE CIVIL PLANS TO SHOW ELEVATIONS AND SLOPES OF
 PARKING, SIDEWALKS AND FINISHED FLOOR SLAB.
  
 10) 1609.4.3 FBC[B] EXPOSURE CATEGORIES. AN EXPOSURE
 CATEGORY SHALL BE DETERMINED IN ACCORDANCE WITH THE
 FOLLOWING: EXPOSURE B. FOR BUILDINGS WITH A MEAN ROOF
 HEIGHT OF LESS THAN OR EQUAL TO 30 FEET, EXPOSURE B
 SHALL APPLY WHERE THE GROUND SURFACE ROUGHNESS, AS
 DEFINED BY SURFACE ROUGHNESS B, PREVAILS IN THE UPWIND
 DIRECTION FOR A DISTANCE OF AT LEAST 1,500 FEET. FOR
 BUILDINGS WITH A MEAN ROOF HEIGHT GREATER THAN 30 FEET,
 EXPOSURE B SHALL APPLY WHERE SURFACE ROUGHNESS B
 PREVAILS IN THE UPWIND DIRECTION FOR A DISTANCE OF AT
 LEAST 2,600 FEET OR 20 TIMES THE HEIGHT OF THE
 BUILDING, WHICHEVER IS GREATER.
 EXPOSURE C. EXPOSURE C SHALL APPLY FOR ALL CASES WHERE
 EXPOSURE B OR D DOES NOT APPLY.
 EXPOSURE D. EXPOSURE D SHALL APPLY WHERE THE GROUND
 SURFACE ROUGHNESS, AS DEFINED BY SURFACE ROUGHNESS D,
 PREVAILS IN THE UPWIND DIRECTION FOR A DISTANCE OF AT
 LEAST 5,000 FEET OR 20 TIMES THE HEIGHT OF THE
 BUILDING, WHICHEVER IS GREATER. EXPOSURE D SHALL ALSO
 APPLY WHERE THE GROUND SURFACE ROUGHNESS IMMEDIATELY
 UPWIND OF THE SITE IS B OR C, AND THE SITE IS WITHIN A
 DISTANCE OF 600 FEET OR 20 TIMES THE BUILDING HEIGHT,
 WHICHEVER IS GREATER, FROM AN EXPOSURE D CONDITION AS
 DEFINED IN THE PREVIOUS SENTENCE.
 - STRUCTURAL SHEETS S1 AND S3 USE EXPOSURE CATEGORY B
 FOR WIND DESIGN. THIS PROPERTY IS A CATEGORY C AND ALL
 SHEETS THAT REFERENCE CATEGORY B NEED TO BE UPDATED TO
 STATE CATEGORY C.
  
 11) 107.5.3 FBC[AMENDED]PLEASE UPLOAD STRUCTURAL
 CALCULATIONS INTO SUPPORTING DOCUMENTS TO SHOW DESIGN
 CRITERIA, LOADS AND DEFLECTIONS.
  
 12) 107.5.3 FBC[AMENDED]PLEASE ADD MEAN ROOF
 HEIGHT(M.R.H.) TO ELEVATION SHEET A3.01.
 - M.R.H THE TOP OF ROOF DECK
  
 PROVISOS:
 DEFERRED SUBMITTALS-SEE LIST ON SHEET A0.01
 1) ROOF ACCESS LADDER
 2) ROOFING PRODUCT APPROVALS AND APPLICABLE ENGINEERING
 DUE WITH SUB-PERMIT APPLICAION.
 3) EXTERIOR FENESTRATION (WINDOWS, STOREFRONT, DOORS
 AND DRIVE THRU WINDOW)
 4) SEPARATE PERMITS FOR LIGHT POLES/SITE LIGHTING,
 DUMPSTER ENCLOSURE, FIRE ALARM, FIRE SPRINKLER, LOW
 VOLTAGE, ACCESS, LANDSCAPING, IRRIGATION, PARKING LOT,
 CANOPIES AND ALL OTHER ITEMS OTHER THAN BMEP
 5) STEEL JOISTS ENGINEERING TO BE PROVIDED TO INSPECTOR
 PRIOR TO INSTALLATION.
 6) CONSTRUCTION HOURS - 7AM TO 7PM MON-FRI, 8AM TO 8PM
 SAT-SUN
 - NO RESPONSE REQUIRED. THESE WILL BE ADDED TO THE
 PLANS AT FINAL STAMPING.
  
 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 2 Status P Date 2019-12-09 Cont ID  
Sent By jpearson Date 2019-12-09 Time 13:58 Rev Time 0.00
Received By jpearson Date 2019-12-09 Time 13:58 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2019-10-10 Cont ID  
Sent By jpearson Date 2019-10-10 Time 13:18 Rev Time 0.00
Received By jpearson Date 2019-10-10 Time 11:23 Sent To  
Notes
2019-10-10 12:56:48CODES 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
 FAC = FLORIDA ADMINISTRATIVE CODE
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR
 SERVICE INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT IS ADEQUATE. NEC 110.9, 110.10
 2. PROVIDE AIC RATING OF ANY SERVICE DISCONNECTS AND
 PANELS. NEC 110.3, 110.9
 3. PROVIDE NOTES TO INDICATE THE REQUIRED MARKING OF
 SERVICE EQUIPMENT FOR ARC FLASH HAZARD WARNING AND
 AVAILABLE FAULT CURRENT PER CODE. NEC 110.16, 110.24
 4. PROVIDE MEANS OF EGRESS ILLUMINATION PER FBC 1008.
 5. PROVIDE EXIT SIGNS PER FBC 1013.
 6. PROVIDE LIGHTING PER FBC 1205.3.
 7. PROVIDE INTERSYSTEM BONDING TERMINATION POINT AT
 SERVICE. SHOW ON PLAN. NEC 250.94
 8. PROVIDE ACCURATE LOAD CALCULATION FOR SERVICE TO
 CONFIRM CAPACITY OF SERVICE IS ADEQUATE. NEC 215.2,
 220, 408.30
 9. PROVIDE THE REQUIRED SERVICE AREA RECEPTACLE PER
 CODE. NEC 210.64
  
 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 2019-12-19 Cont ID  
Sent By rrossano Date 2019-12-19 Time   Rev Time 0.00
Received By rrossano Date 2019-12-12 Time   Sent To I
Notes
2019-12-20 09:31:40PROVISO - CIVIL PAGES ARE FOR INFORMATION ONLY
  
 THIS PROJECT IS UNDER REVIEW - ENGINEERING SUBMITTAL
 E18090002
  
 THE DUMPSTER ENCLOSURES AND/OR ACCESS DO NOT COMPLY
 WITH CITY
 STANDARDS. THEY ARE IN REVIEW UNDER PERMIT APPLICATION
 NUMBERS
 19100275, 19100276,19100277, 19100278.
  
  
2019-12-19 12:15:26REVIEWED UNDER FORMAL ENGINEERING SUBMITTAL E18090002.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2019-09-12 Cont ID  
Sent By shill Date 2019-09-12 Time 15:02 Rev Time 0.00
Received By shill Date 2019-09-12 Time 15:02 Sent To  
Notes
2019-09-12 15:02:46CONTACT 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 2019-12-13 Cont ID  
Sent By pleduc Date 2019-12-13 Time   Rev Time 0.00
Received By pleduc Date 2019-12-13 Time 14:23 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2019-09-12 Cont ID  
Sent By sathomas Date 2019-09-12 Time 00:00 Rev Time 0.00
Received By sathomas Date 2019-09-12 Time 00:00 Sent To M
Notes
2019-09-12 15:20:231. A THOROUGH AND COMPLETE PLAN REVIEW CANNOT BE
 COMPLETED AT THIS TIME DUE TO LACK OF INFORMATION
 SUBMITTED ON THE PLANS. ADDITIONAL PLAN REVIEW COMMENTS
 MAY BE GENERATED DURING PLAN RESUBMISSION.
 2. PROVIDE A LIFE SAFETY PLAN SHOWING ALL OCCUPANCY
 TYPES, OCCUPANT LOADS, FIRE RATED WALLS, EXIT SIGNS,
 EMERGENCY LIGHTING, TRAVEL DISTANCES, COMMON PATH OF
 TRAVEL ETC.
 3. PER SECTION 18.2.3.4.1.1 (NFPA 1), FIRE DEPARTMENT
 ACCESS ROADS SHALL HAVE A SURFACE DESIGNED TO
 ACCOMMODATE FIRE APPARATUS WEIGHING AT LEAST 36 TONS.
 ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT
 LESS THAN 20 FEET AND AN UNOBSTRUCTED VERTICAL
 CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES.
 4. PER SECTION 18.2.3.5.3 (NFPA 1), FIRE LANES SHALL BE
 MARKED WITH FREESTANDING SIGNS READING, ?FIRE LANE - NO
 PARKING BY ORDER OF THE FIRE DEPARTMENT.? SIGNS SHALL
 BE 12? X 18? WITH A WHITE BACKGROUND AND RED LETTERS
 AND SHALL BE A MAXIMUM OF SEVEN FEET IN HEIGHT TO THE
 BOTTOM OF THE SIGN. SIGNS SHALL BE WITHIN SIGHT OF THE
 TRAFFIC FLOW AND BE SPACED A MAXIMUM OF 60 FEET APART.
 5. DEAD-END FIRE DEPARTMENT ACCESS ROADS IN EXCESS OF
 150 FEET IN LENGTH SHALL BE PROVIDED WITH APPROVED
 PROVISIONS FOR THE FIRE APPARATUS TO TURN AROUND.
 6. SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY
 IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING
 ALL CONSTRUCTION ACTIVITIES.
  
 S. THOMAS
 561-804-4728
Review Stop G GAS REVIEW
Rev No 2 Status P Date 2019-12-30 Cont ID  
Sent By tklarge Date 2019-12-30 Time 12:46 Rev Time 0.00
Received By tklarge Date 2019-12-30 Time 11:41 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2019-12-11 Cont ID  
Sent By tklarge Date 2019-12-11 Time 09:19 Rev Time 0.00
Received By tklarge Date 2019-12-11 Time 09:08 Sent To  
Notes
2019-12-11 09:09:591) SHT.P0.1 - THE PLANS REFERENCE TWO DIFFERENT GAS
 SIZING TABLES IN THE FLORIDA GAS CODE. THESE TABLES ARE
 FOR GALVANIZED PIPE. WHAT TYPE OF PIPE IS BEING
 INSTALLED UNDERGROUND AND WHAT SIZING TABLE IS BEING
 USED? GALVANIZED PIPE IS NOT PERMITTED UNDERGROUND.
 2017 FGC SEC.404.11.
 2) SHOW THE TYPE OF TANK (DOT OR ASME), THE DISTANCE OF
 THE TANK FROM THE EXTERIOR BUILDING WALL AND ADJACENT
 PROPERTY LINES, THE DISTANCE OF THE TANK FROM ALL
 SOURCES OF IGNITION, OTHER CONTAINERS, BUILDINGS, AND
 THE LOCATION OF ANY BUILDING OPENINGS BELOW THE RELIEF
 VALVE OF THE TANK PER NFPA 58, TABLE 3-2.2.2.
 3) SHOW THE METHOD OF REQUIRED PROTECTION FOR THE LP
 TANK AND APPURTENANCES PER NFPA 58. IF THE TANK IS
 BELOW GROUND IT SHALL BE ANCHORED PER NFPA 58
 SEC.3-2.2.7 (H).
 4) ) SUBMIT MANUFACTURER?S SPECIFICATIONS AND
 INSTALLATION INSTRUCTIONS FOR THE PRESSURE REGULATORS.
 REGULATORS INSTALLED ON THE EXTERIOR OF THE BUILDING
 SHALL BE APPROVED FOR OUTDOOR INSTALLATION. IDENTIFY ON
 THE SPECIFICATION SHEETS WHICH MODEL REGULATOR IS BEING
 INSTALLED AND THE ORIFICE SIZE TO ENSURE THE REGULATOR
 CAN ACCOMMODATE THE BTU LOAD THROUGH THE REGULATOR.2017
 FGC SEC.410.1,
 5) PROVIDE THE SIZE OF THE HOLD-DOWN CABLES/STRAPS FOR
 THE TANK AND THE TYPE AND LENGTH OF GROUND ANCHORS TO
 BE INSTALLED TO PREVENT FLOTATION. NFPA 58 SEC.
 6.6.1.6.
 6) ) A CATHODIC PROTECTION SYSTEM SHALL BE REQUIRED PER
 NFPA 58 SECS. 5.2.1.11, 6.6.6.1 (I) AND SHALL BE
 MONITORED PER NFPA 58 SEC.6.6.6.1 (J). SUBMIT DETAILS
 ON THE TYPE OF CATHODIC PROTECTION, SIZE (LBS) & NUMBER
 OF MAGNESIUM BAG(S), SIZE & TYPE OF ANODE CABLE.
 7) ) INSTALLATIONS WITHIN 10 FT (3 M) OF A PUBLIC
 VEHICULAR THOROUGHFARE OR DESIGNATED PARKING LOCATION
 SHALL BE PROVIDED WITH VEHICULAR BARRIER PROTECTION FOR
 THE CONTAINER?S FITTING HOUSING, HOUSING COVER,
 CONTAINER CONNECTIONS, AND PIPING. NFPA 58-14 SEC.
 6.6.6.1 (C)
 8) NFPA 58 SEC.6.9.4.6 - AN ELECTRICALLY CONTINUOUS
 CORROSION-RESISTANT TRACER WIRE (MINIMUM AWG 14) OR
 TAPE SHALL BE BURIED WITH THE POLYAMIDE OR POLYETHYLENE
 PIPE TO FACILITATE LOCATING THE PIPE.
  
 NOTE - A COMPLETE AND THOROUGH REVIEW COULD NOT BE DONE
 AT THIS TIME DUE TO THE LACK OF REQUIRED INFORMATION ON
 THE PLANS / DRAWINGS AND ADDITIONAL PLAN REVIEW
 COMMENTS MAY BE GENERATED UPON THE RE-REVIEW OF
 SUBMITTED CORRECTIONS.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2019-12-30 Cont ID  
Sent By cpuell Date 2019-12-30 Time 13:46 Rev Time 0.00
Received By cpuell Date 2019-12-20 Time 14:40 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-12-13 Cont ID  
Sent By hmtribou Date 2019-12-13 Time 16:51 Rev Time 0.00
Received By lmarchan Date 2019-11-04 Time 08:12 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2019-10-16 Cont ID  
Sent By dbattles Date 2019-10-16 Time 11:19 Rev Time 0.00
Received By dbattles Date 2019-09-06 Time 13:51 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2020-01-02 Cont ID  
Sent By lmarchan Date 2020-01-02 Time 10:16 Rev Time 0.00
Received By lmarchan Date 2019-12-05 Time 15:24 Sent To  
Notes
2020-01-02 10:16:23RECEIPT - 2019-1231-196 - $121,154.07 - PAID
2019-12-05 15:24:3212/5/19 EMAILED IMPACT OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2019-10-15 Cont ID  
Sent By dbattles Date 2019-10-15 Time 14:38 Rev Time 0.00
Received By dbattles Date 2019-10-15 Time 14:38 Sent To  
Notes
2019-10-15 14:39:08109 FBC[AMENDED] 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://DISCOVE
 R.PBCGOV.ORG/PZB/ADMINISTRATION/PDF/IMPACTFEES/FORMS/QU
 ESTIONNAIRE.PDF UPON APPROVAL AND FEE PAYMENT, PLEASE
 UPLOAD THE RECEIPT TO YOUR PROJECT OR EMAIL IT TO
 [email protected]
  
 DYLAN BATTLES
 561-805-6718
 [email protected]
  
 THE CITY OF WEST PALM BEACH
 BUILDING PLANS EXAMINER PX4191
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2019-10-02 Cont ID  
Sent By ccole Date 2019-10-02 Time 14:06 Rev Time 0.00
Received By ccole Date 2019-10-02 Time 13:15 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status P Date 2019-12-30 Cont ID  
Sent By tklarge Date 2019-12-30 Time 11:41 Rev Time 0.00
Received By tklarge Date 2019-12-30 Time 10:26 Sent To  
Notes
2019-12-30 12:50:16SEPARATE PERMITS AND DOCUMENTS WILL BE SUBMITTED FOR
 THE BACKFLOW PREVENTERS AND THE GREASE INTERCEPTORS..
Review Stop P PLUMBING
Rev No 2 Status F Date 2019-12-11 Cont ID  
Sent By tklarge Date 2019-12-11 Time 09:06 Rev Time 0.00
Received By tklarge Date 2019-12-09 Time 12:36 Sent To  
Notes
2019-12-11 06:13:581) SHT. A0.02 - EXHIBIT "A" - NOTE #6 - REFERS TO A
 MINIMUM 1500 GALLON GREASE INTERCEPTOR TO BE INSTALLED
 YET SHT. P.01 AND CIVIL DRAWING WS.2 ( SHT. 3 OF 13 )
 SHOW A 1250 GALLON INTERCEPTOR. ALSO, SEE NOTE #6 UNDER
 EXHIBIT "B' WHICH REFERS TO A 1000 GALLON MINIMUM
 CAPACITY GREASE INTERCEPTOR.CLARIFY.
 2) SHT. P.01 SHOWS THE ORIENTATION OF THE GREASE
 INTERCEPTOR PERPENDICULAR TO THE BUILDING AND SHT. WS.2
 SHOWS THE INTERCEPTOR ORIENTATION PARALLEL TO THE
 BUILDING. CLARIFY.
 3) SHT. A0.02 - EXHIBIT "A" - NOTE #4 - REFERS TO A 1.5
 INCH OR GREATER DOMESTIC WATER SUPPLY LINE AND EXHIBIT
 "B" REFERS TO A 2 INCH OR GREATER DOMESTIC WATER SUPPLY
 LINE.CLARIFY.
 4) SHT. A2.02 - SUBMIT A STORM WATER RISER FOR THE ROOF
 DRAINAGE SYSTEM. THE SIZE OF VERTICAL AND HORIZONTAL
 DRAIN SIZING SHALL COMPLY WITH 2017 FBC-PLUMBING
 SEC.1106.2, 1106.3. IN SIZING ROOF DRAINS AND STORM
 DRAINAGE PIPING, ONE-HALF OF THE AREA OF ANY VERTICAL
 WALL THAT DIVERTS RAINWATER TO THE ROOF SHALL BE ADDED
 TO THE PROJECTED ROOF AREA FOR INCLUSION IN SIZING THE
 STORM DRAINAGE SYSTEM.2017 FBC-PLUMBING SEC.1106.4, WPB
 AMEND. TO FBC SEC.107.3.5.1.3.
 5) SHT.P0.1 - THE PLANS REFERENCE TWO DIFFERENT GAS
 SIZING TABLES IN THE FLORIDA GAS CODE. THESE TABLES ARE
 FOR GALVANIZED PIPE. WHAT TYPE OF PIPE IS BEING
 INSTALLED UNDERGROUND AND WHAT SIZING TABLE IS BEING
 USED? GALVANIZED PIPE IS NOT PERMITTED UNDERGROUND.
 2017 FGC SEC.404.11.
 6) A SEPARATE PERMIT WILL BE REQUIRED FOR THE
 INSTALLATION OF THE PROPANE TANK AND GAS PIPING. PLACE
 A NOTE TO THIS EFFECT ON SHT. P0.1.WPB AMEND. TO FBC
 SEC. 107.2.1.
 7) A SEPARATE PERMIT WILL BE REQUIRED FOR THE
 INSTALLATION OF THE GREASE INTERCEPTOR. PLACE A NOTE TO
 THIS EFFECT ON SHT. P.01.WPB AMEND. TO FBC SEC.
 107.2.1.
 8) A SEPARATE PERMIT WILL BE REQUIRED FOR THE
 INSTALLATION OF THE BACKFLOW PREVENTER(S). TWO COPIES
 OF MANUFACTURER SPECIFICATIONS FOR THE DEVICE(S) SHALL
 BE SUBMITTED AT TIME OF PERMIT SUBMITTAL. ALL BACKFLOW
 DEVICES SHALL BE LEAD FREE PER CITY OF WEST PALM BEACH
 CROSS CONNECTION CONTROL MANUAL. PLACE A NOTE TO THIS
 EFFECT ON SHT. P.01.
  
 NOTE: THERE ARE ADDITIONAL GAS PLAN REVIEW COMMENTS
 UNDER THE GAS REVIEW STOP.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
  
Review Stop P PLUMBING
Rev No 1 Status P Date 2019-10-03 Cont ID  
Sent By shill Date 2019-10-03 Time 06:31 Rev Time 0.00
Received By shill Date 2019-10-02 Time 08:58 Sent To  
Notes
2019-10-03 06:31:33REVIEWED REMOTELY BY TIM HUNT
  
Review Stop P-GREASE GREASE INTERCEPTOR/TRAP REVIEW
Rev No 1 Status P Date 2019-12-30 Cont ID  
Sent By tklarge Date 2019-12-30 Time 12:50 Rev Time 0.00
Received By tklarge Date 2019-12-30 Time 12:50 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status N Date 2019-10-15 Cont ID  
Sent By dbattles Date 2019-10-15 Time 14:42 Rev Time 0.00
Received By dbattles Date 2019-10-15 Time 14:42 Sent To  
Notes
2019-10-15 15:20:08ROOFING PRODUCT APPROVALS AND APPLICABLE ENGINEERING
 DUE WITH SUB-PERMIT APPLICAION.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2019-12-27 Cont ID  
Sent By dbattles Date 2019-12-27 Time 10:35 Rev Time 0.00
Received By dbattles Date 2019-12-27 Time 10:35 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2019-12-04 Cont ID  
Sent By dbattles Date 2019-11-26 Time 15:19 Rev Time 0.00
Received By dbattles Date 2019-11-26 Time 15:19 Sent To  
Notes
2019-11-26 15:20:30ANY ADDITIONAL SHEETS SUBMITTED NEED TO BE DIGITALLY
 SIGNED.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2019-10-15 Cont ID  
Sent By dbattles Date 2019-10-15 Time 14:51 Rev Time 0.00
Received By dbattles Date 2019-10-15 Time 14:51 Sent To  
Notes
2019-10-15 15:07:29A-SHEETS OK
 S-SHEETS OK
 P-SHEET NEEDS THIRD PARTY VERIFICATION. 61G15-23 PE
 RULES FAC, FS 471 ENGINEERING FS
  
2019-10-10 12:39:47ELECTRICAL SHEET: PER THE WPB AMENDMENTS TO THE FBC,
 EACH SHEET OF PLAN IS REQUIRED TO BE SIGNED AND SEALED
 BY THE PERSON RESPONSIBLE FOR THE DESIGN. A DIGITAL
 PLAN REQUIRES A DIGITAL SIGNATURE WITH THE PROPER THIRD
 PARTY VERIFICATION. SELF-CERTIFICATION IS NOT
 ACCEPTABLE FOR ENGINEERS. PROVIDE CORRECTION. WPB FBC
 107.1; FS 471/481
Review Stop Z ZONING
Rev No 2 Status P Date 2019-11-13 Cont ID  
Sent By hmtribou Date 2019-11-13 Time 12:55 Rev Time 0.00
Received By hmtribou Date 2019-11-13 Time 16:33 Sent To I
Notes
2019-11-13 12:56:45PB 1491M
 PROJECT NAME: 7000 OKEECHOBEE-CHIPOTLE
  
 ZONING CONTACT: HEATHER M. DANFORTH
  (561) 822-1562
  [email protected]
  
  
 GENERAL COMMENTS
  
 --PROVIDE ENGINEERING PERMIT STATUS, ENGINEERING PLANS
 MUST MATCH APPROVED PLANS.
  
 --SEPARATE PERMITS ARE REQUIRED FOR DUMPSTER
 ENCLOSURES; SIGNAGE; LANDSCAPE; PARKING; BIKE RACKS/
 HARDSCAPE; ARTIFICIAL TURF, AND SITE LIGHTING.
  
 -- THIS PROJECT REQUIRES FOR THE PUBLIC ART ASSESSMENT
 (SEC. 98-129 OF CHAPTER 28 OF THE CITY OF WEST PALM
 BEACH CODE OF ORDINANCES). PLEASE CONTACT SYBILLE
 WALTER AT 561-822-1521.
  
 --PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
  
 --PRIOR TO BUILDING PERMIT ISSUANCE, PERMITS OR OTHER
 ACCEPTABLE DOCUMENTATION MUST BE OBTAINED FROM PALM
 BEACH COUNTY FOR THE EXTENSION OF THE SOUTH APPROACH
 LEFT TURN LANE FOR INCREASED STORAGE LENGTH ON SKEES
 ROAD AT OKEECHOBEE BOULEVARD.
  
 --PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY,
 DOCUMENTATION OF COMPLETION OR OTHER APPROVAL PROVIDED
 BY PALM BEACH COUNTY MUST BE PROVIDED FOR THE EXTENSION
 OF THE SOUTH APPROACH LEFT TURN LANE FOR INCREASED
 STORAGE LENGTH ON SKEES ROAD AT OKEECHOBEE BOULEVARD.
  
Review Stop Z ZONING
Rev No 1 Status F Date 2019-10-04 Cont ID  
Sent By hdanfort Date 2019-10-04 Time 10:50 Rev Time 0.00
Received By hmtribou Date 2019-10-04 Time 10:50 Sent To I
Notes
2019-10-04 10:50:46PB 1491M
 PROJECT NAME: 7000 OKEECHOBEE-CHIPOTLE
  
 ZONING CONTACT: HEATHER M. DANFORTH
  (561) 822-1562
  [email protected]
  
  
  
 GENERAL COMMENTS
  
 --PROVIDE ENGINEERING PERMIT STATUS, ENGINEERING PLANS
 MUST MATCH APPROVED PLANS.
  
 --SEPARATE PERMITS ARE REQUIRED FOR DUMPSTER
 ENCLOSURES; SIGNAGE; LANDSCAPE; PARKING; BIKE RACKS/
 HARDSCAPE; ARTIFICIAL TURF, AND SITE LIGHTING.
  
 -- THIS PROJECT REQUIRES FOR THE PUBLIC ART ASSESSMENT
 (SEC. 98-129 OF CHAPTER 28 OF THE CITY OF WEST PALM
 BEACH CODE OF ORDINANCES). PLEASE CONTACT SYBILLE
 WALTER AT 561-822-1521.
  
 --PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
  
 --PRIOR TO BUILDING PERMIT ISSUANCE, PERMITS OR OTHER
 ACCEPTABLE DOCUMENTATION MUST BE OBTAINED FROM PALM
 BEACH COUNTY FOR THE EXTENSION OF THE SOUTH APPROACH
 LEFT TURN LANE FOR INCREASED STORAGE LENGTH ON SKEES
 ROAD AT OKEECHOBEE BOULEVARD.
  
 --PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY,
 DOCUMENTATION OF COMPLETION OR OTHER APPROVAL PROVIDED
 BY PALM BEACH COUNTY MUST BE PROVIDED FOR THE EXTENSION
 OF THE SOUTH APPROACH LEFT TURN LANE FOR INCREASED
 STORAGE LENGTH ON SKEES ROAD AT OKEECHOBEE BOULEVARD.
  
  
 SPECIFIC COMMENTS
  
 --SQUARE FOOTAGE OF BUILDING DIFFERS ON PLAN AND
 ELEVATIONS.
  
 --PROVIDE SETBACKS FOR BUILDINGS.
  


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