Plan Review Details - Permit 19090177
Plan Review Stops For Permit 19090177
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2019-11-27 Cont ID  
Sent By dbattles Date 2019-11-26 Time 15:27 Rev Time 0.00
Received By dbattles Date 2019-11-26 Time 15:27 Sent To  
Notes
2019-11-26 15:27:14ADDRESS NEEDS TO BE CHANGED PRIOR TO ISSUANCE.
 NO ACTION BY APPLICANT REQUIRED.
  
 THREE ADDRESSES ASSIGNED.
 7030, 7032 AND 7034 CKEECHOBEE 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 2019-10-16 Cont ID  
Sent By dbattles Date 2019-10-16 Time 13:49 Rev Time 0.00
Received By dbattles Date 2019-10-16 Time 13:49 Sent To  
Notes
2019-10-16 13:48:59319 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 10:36 Rev Time 0.00
Received By dbattles Date 2019-12-27 Time 10:36 Sent To  
Notes
2019-12-27 10:37:09PROVISOS:
 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 15:27 Rev Time 0.00
Received By dbattles Date 2019-11-26 Time 15:27 Sent To  
Notes
2019-11-26 15:29:43PROVISOS:
 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 16:11 Rev Time 0.00
Received By dbattles Date 2019-10-16 Time 13:49 Sent To  
Notes
2019-10-16 16:12:28BUILDING REVIEW COMMENTS:
  
 W.P.B. PERMIT: 19090177
 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 $55.00 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) MIXED USE FBC[B]508
 1. ACCESSORY OCCUPACY SEE SECTION 508.2.1 THRU 508.2.4
 (AREA LESS THAN 10% OF FLOOR AREA WHERE LOCATED.
 2. NON-SEPARATED OCCUPANCIES SECTION 508.3 THE MOST
 RESTRICTIVE OCCUPANCY APPLIES TO ALL.
 3. SEPARATED OCCUPANCIES SECTION 508.4 USE TABLE
 508.4.(DASH IS THERE TO SAY ANSWER IS PROVIDED
 ALREADY)EXAMPLE:IF LOOKING I TO A, TRY LOOKING A TO I.
 - HOW WILL SEPARATE OCCUPANCIES BE HANDLED?
 NON-SEPARATE OR SEPARATED. IF NON-SEPARATED SEE FBC
 [B]903.2.1.2 IF SEPARATED SHOW THE WALL RATINGS
 REQUIRED IN TABLE 508.4 FOR A-2 FROM M
  
 5) 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.
  
 6) 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.
  
 7) 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.
  
 8) 401.4 FBC[R] PROVIDE SOIL REPORT TO SHOW BEARING
 CAPACITY AND FOUNDATION RECOMMENDATIONS.
  
 9) 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
  
 10) PAVING AND DRAINAGE PLANS
 - PROVIDE CIVIL PLANS TO SHOW ELEVATIONS AND SLOPES OF
 PARKING, SIDEWALKS AND FINISHED FLOOR SLAB.
  
 11)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 S1.1 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.
  
 12) 107.5.3 FBC[AMENDED]PLEASE UPLOAD STRUCTURAL
 CALCULATIONS TO SHOW DESIGN CRITERIA, LOADS AND
 DEFLECTIONS.
  
 13) 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 2019-12-10 Cont ID  
Sent By jpearson Date 2019-12-10 Time 13:43 Rev Time 0.00
Received By jpearson Date 2019-12-10 Time 13:43 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2019-10-17 Cont ID  
Sent By jpearson Date 2019-10-17 Time 15:32 Rev Time 0.00
Received By jpearson Date 2019-10-17 Time 15:32 Sent To  
Notes
2019-10-17 14:08:31CODES 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
 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. 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 3 Status P Date 2019-12-20 Cont ID  
Sent By shill Date 2019-12-20 Time 09:59 Rev Time 0.00
Received By shill Date 2019-12-20 Time 09:59 Sent To  
Notes
2019-12-20 10:00:06PROVISO - 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.
  
 SEPARATE PERMIT REQUIRED FOR STRIPING
  
 (APPROVED VIA EMAIL RICK ROSSANO & MATT HEJAZI)
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2019-12-19 Cont ID  
Sent By rrossano Date 2019-12-19 Time   Rev Time 0.00
Received By rrossano Date 2019-12-18 Time 08:33 Sent To I
Notes
2019-12-19 07:39:33THE ENCLOSURE SPEC. SHOWN SITE DETAILS A1.03 DOES NOT
 MEET OUR REQUIREMENTS.
  
 THANKS,
  
 MATT HEJAZI
 INDUSTRIAL ENGINEER - DEPARTMENT OF PUBLIC WORKS
 1045 CHARLOTTE AVENUE |WEST PALM BEACH | FLORIDA |
 33401
 P: 561-822-2045 ||[email protected]
2019-12-18 08:34:24ENGINEERING OK PER RICK ROSSANO
  
 UNDER REVIEW BY PUBLIC UTILITIES FOR DUMPSTER ENCLOSURE
 COMPLIANCE
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2019-09-12 Cont ID  
Sent By shill Date 2019-09-12 Time 15:03 Rev Time 0.00
Received By shill Date 2019-09-12 Time 15:03 Sent To  
Notes
2019-09-12 15:03:30CONTACT 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 2019-12-02 Cont ID  
Sent By sathomas Date 2019-12-02 Time 00:00 Rev Time 0.00
Received By sathomas Date 2019-12-02 Time 00:00 Sent To M
Notes
2019-12-02 10:59:58PROVISO: IT APPEARS THAT BASED ON THE PROPOSED LOCATION
 AND SITE DRAWINGS OF THE DUMPSTERS, THAT DOORS COULD
 POSSIBLY IMPEDE FIRE DEPARTMENT ACCESS. PLEASE REVIEW
 THE FOLLOWING CODES IN REFERENCE TO FIRE DEPARTMENT
 ACCESS, AND CLEARANCE:
  
 18.2.3.1 REQUIRED ACCESS.
 18.2.3.1.1 APPROVED FIRE DEPARTMENT ACCESS ROADS SHALL
 BE PROVIDED FOR EVERY FACILITY, BUILDING, OR PORTION OF
 A BUILDING HEREAFTER CONSTRUCTED OR RELOCATED.
 18.2.3.1.2 FIRE DEPARTMENT ACCESS ROADS SHALL CONSIST
 OF ROADWAYS, FIRE LANES, PARKING LOT LANES, OR A
 COMBINATION THEREOF.
 18.2.3.2.1 A FIRE DEPARTMENT ACCESS ROAD SHALL EXTEND
 TO WITHIN 50 FT (15 M) OF AT LEAST ONE EXTERIOR DOOR
 THAT CAN BE
 OPENED FROM THE OUTSIDE AND THAT PROVIDES ACCESS TO THE
 INTERIOR OF THE BUILDING.
 18.2.3.3 MULTIPLE ACCESS ROADS. MORE THAN ONE FIRE
 DEPARTMENT ACCESS ROAD SHALL BE PROVIDED WHEN IT IS
 DETERMINED BY
 THE AHJ THAT ACCESS BY A SINGLE ROAD COULD BE IMPAIRED
 BY VEHICLE CONGESTION, CONDITION OF TERRAIN, CLIMATIC
 CONDITIONS, OR OTHER FACTORS THAT COULD LIMIT ACCESS.
 18.2.3.4.1.1 FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN
 UNOBSTRUCTED WIDTH OF NOT LESS THAN 20 FT (6.1 M).
  
 S. THOMAS
 561-804-4728
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2019-09-13 Cont ID  
Sent By sathomas Date 2019-09-13 Time 00:00 Rev Time 0.00
Received By sathomas Date 2019-09-13 Time 10:50 Sent To M
Notes
2019-09-13 11:29:381. 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.
 7. 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.
  
 S. THOMAS
 561-804-4728
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2019-12-30 Cont ID  
Sent By cpuell Date 2019-12-30 Time 13:47 Rev Time 0.00
Received By cpuell Date 2019-12-20 Time 14:43 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-12-18 Cont ID  
Sent By shill Date 2019-12-18 Time 08:34 Rev Time 0.00
Received By shill Date 2019-11-14 Time 09:42 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2019-10-17 Time   Rev Time 0.00
Received By lmarchan Date 2019-09-11 Time 13:09 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 15:26 Sent To  
Notes
2020-01-02 10:16:50RECEIPT - 2019-1231-196 - $74,008.59 - PAID
2019-12-05 15:26:4212/5/19 EMAILED IMPACT FEE OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2019-10-16 Cont ID  
Sent By dbattles Date 2019-10-16 Time 13:49 Rev Time 0.00
Received By dbattles Date 2019-10-16 Time 13:49 Sent To  
Notes
2019-10-16 13:50:25109 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 3 Status P Date 2019-12-12 Cont ID  
Sent By ccole Date 2019-12-12 Time 09:43 Rev Time 0.00
Received By ccole Date 2019-12-12 Time 09:43 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2019-12-10 Cont ID  
Sent By ccole Date 2019-12-10 Time 12:39 Rev Time 0.00
Received By ccole Date 2019-12-10 Time 12:19 Sent To  
Notes
2019-12-10 14:00:211ST REVIEW FBC-2017 MECHANICAL
 PERMIT #19090177
 12/10/19
  
 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
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 COMMENTS #1 & #3 FROM THE 1ST REVIEW HAVE NOT BEEN
 ADEQUATELY ADDRESSED BY THE EOR. THE EOR STATES IN HIS
 RESPONSE TO THE COMMENTS THAT THE PROPOSED PROJECT IS A
 "COLD DARK SHELL" AND THE AC AND ENERGY CALCULATIONS
 WILL BE PROVIDED BY EACH NEW TENANT. PLEASE REFER TO
 SECTION C101.4.2 EXEMPT BUILDINGS FBC EC.
  
 SUBSECTION C101.4.2.3 LOW ENERGY BUILDINGS AS DESCRIBED
 IN SECTION C402.1.1:
  
 SUCH BUILDINGS SHALL NOT CONTAIN ELECTRICAL, PLUMBING
 OR MECHANICAL SYSTEMS WHICH HAVE BEEN DESIGNED TO
 ACCOMODATE THE FUTURE INSTALLATION OF HEATING OR
 COOLING EQUIPMENT.
  
 1) PROVIDE COOLING AND HEATING CALCULATIONS FOR THE
 RESTAURANT RTU- AC SYSTEMS- SECTION C403.2.1 FBC EC AND
 SECTION 312.1 FBC M.
  
 3) SUBMIT AN ENERGY COMPLIANCE REPORT USING EITHER THE
 PRESCRIPTIVE OR PERFORMANCE BASED COMPLIANCE PATH AS
 REQUIRED BY SECTION C101.5 FBC EC.
  
 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 M MECHANICAL (A/C)
Rev No 1 Status F Date 2019-10-11 Cont ID  
Sent By ccole Date 2019-10-11 Time 09:36 Rev Time 0.00
Received By ccole Date 2019-10-11 Time 07:57 Sent To  
Notes
2019-10-11 10:10:231ST REVIEW FBC-2017 MECHANICAL
 PERMIT #19090177
 10/11/19
  
 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
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PROVIDE COOLING AND HEATING CALCULATIONS FOR THE
 RESTAURANT RTU- AC SYSTEMS- SECTION C403.2.1 FBC EC AND
 SECTION 312.1 FBC M.
  
 2) VERFIY THE NEW RTU'S WILL BE EQUIPPED WITH
 AUTOMATICALLY CONTROLLED SHUTOFF DAMPERS FOR O/A-
 SECTION C403.2.4.3 FBC EC.
  
 3) SUBMIT AN ENERGY COMPLIANCE REPORT USING EITHER THE
 PRESCRIPTIVE OR PERFORMANCE BASED COMPLIANCE PATH AS
 REQUIRED BY SECTION C101.5 FBC EC.
  
 4) INCOMPLETE STRUCTURAL ENGINEERING FOR THE RTU ROOF
 OPENINGS, CURB AND CURB CAP ATTACHMENTS AND RTU
 MOUNTING. PLEASE PROVIDE COMPLETE DETAILS PER SECTION
 301.15 FBC M.
  
 5) SUBMIT A FL. PRODUCTAPPROVAL OR MIAMI-DADE NOA FOR
 THE AC CONDENSER STANDS- RULE 9N-3 FAC. PLEASE NOTE
 THIS MAY BE A DEFERRED SUBMITTAL IF NECESSARY- SECTION
 107.3.4.1 WPB.
  
  
  
 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 2019-12-30 Cont ID  
Sent By tklarge Date 2019-12-30 Time 12:51 Rev Time 0.00
Received By tklarge Date 2019-12-30 Time 12:03 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2019-12-12 Cont ID  
Sent By tklarge Date 2019-12-12 Time 15:16 Rev Time 0.00
Received By tklarge Date 2019-12-11 Time 09:40 Sent To  
Notes
2019-12-12 15:16:101) ALL BACKFLOWS MUST BE LEAD FREE AND BE ON THE LIST
 OF APPROVED DEVICES BY THE UNIVERSITY OF SOUTHERN
 CALIFORNIA FOUNDATION FOR CROSS CONNECTION CONTROL AND
 HYDRAULIC RESEARCH PER THE CITY OF WEST PALM BEACH
 CROSS CONNECTION CONTROL MANUAL AS ADOPTED BY CITY
 ORDINANCE.
 2) THE HOSE BIBB TO THE DUMPSTER SHALL BE EQUIPPED WITH
 A SHUTOFF VALVE PER 2017 FBC-PLUMBING SEC.606.2 AND BE
 EQUIPPED WITH A VACUUM BREAKER PER SEC.605.15.4.2.
 3) SUBMIT A STORM DRAIN RISER FOR THE TOWER
 ROOFS.HORIZONTAL AND VERTICAL DRAIN PIPING SHALL COMPLY
 WITH 2017 FBC-PLUMBING SEC.1106.2, 1106.3. PARAPET
 WALLS SHALL BE INCLUDED IN THE CALCULATIONS PER SEC.
 1106.4.
 4) PROVIDE A SCUPPER DETAIL SHOWING LENGTH AND WIDTH
 DIMENSIONS. COMPLY WITH 2017 FBC -BUILDING SEC.
 1503.4.2 AND 1503.4.2.1.
 5) RAINWATER LEADERS SHALL DISCHARGE A MINIMUM OF ONE
 FOOT FROM THE BUILDING PER 2017 FBC-BUILDING SEC.
 1503.7. SEE SHEET A8.04, DETAILS #5 & #6.
 6) SHT. P1.01 - BACKFLOW PREVENTERS SHALL BE LOCATED AS
 CLOSE TO THE METER AS POSSIBLE. CONTACT THE UTILITIES
 DEPARTMENT AT 561-822-2244 TO DISCUSS AN ALTERNATE
 LOCATION.
 7) SHT. P1.01 SHOWS 5 BAYS IN THIS BUILDING BUT SHTS.
 PD-2 SHOWS 2 BAYS, SHT. PD-3 SHOWS 3 AND PD-4 SHOWS 3
 BAYS. CLARIFY.PLEASE CHECK THE WS SHEETS ALSO.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2019-10-15 Cont ID  
Sent By shill Date 2019-10-15 Time 06:52 Rev Time 0.00
Received By shill Date 2019-10-08 Time 16:52 Sent To  
Notes
2019-10-15 06:53:19PLUMBING 1ST REVIEW**DENIED**
 1) PLEASE ADD NOTE TO PLAN BOTH THE GREASE INTERCEPTOR
 AND THE BACKFLOWS WILL REQUIRE SEPARATE PERMITS. THE
 BACKFLOWS MUST ALSO ONLY BE INSTALLED BY A LICENSE
 PLUMBING CONTRACTOR. FBC 105.1, 2017 WPB CROSS
 CONNECTION MANUAL.
 2) PLEASE PROVIDE AN ISOMETRIC DRAWING FOR THE GREASE,
 SANITARY, STORM, AND WATER. FBC 107.3.5
 3) PROVIDE HOW YOU DETERMINED THE SIZING FOR THE GREASE
 INTERCEPTOR PER EITHER THE PDI G101 OR FLORIDA
 ADMINISTRATIVE CODE 64E-6.
  
  
 TIM HUNT
 PLUMBING EXAMINERS
 CITY OF WEST PALM BEACH (CGA SOLUTIONS)
 [email protected]
 561-248-2703
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status N Date 2019-10-16 Cont ID  
Sent By dbattles Date 2019-10-16 Time 13:51 Rev Time 0.00
Received By dbattles Date 2019-10-16 Time 13:51 Sent To  
Notes
2019-10-16 13:51:16ROOFING 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 10:36 Rev Time 0.00
Received By dbattles Date 2019-12-27 Time 10:36 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 15:29 Rev Time 0.00
Received By dbattles Date 2019-11-26 Time 15:29 Sent To  
Notes
2019-11-26 15:30:13ANY ADDITIONAL SHEETS NEED TO BE DIGITALLY SIGNED.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2019-10-16 Cont ID  
Sent By dbattles Date 2019-10-16 Time 13:52 Rev Time 0.00
Received By dbattles Date 2019-10-16 Time 13:52 Sent To  
Notes
2019-10-16 13:52:01A-SHEETS OK
 S-SHEETS OK
 P-SHEET NEEDS THIRD PARTY VERIFICATION. 61G15-23 PE
 RULES FAC, FS 471 ENGINEERING FS
  
Review Stop Z ZONING
Rev No 2 Status P Date 2019-11-26 Cont ID  
Sent By hmtribou Date 2019-11-26 Time 09:47 Rev Time 0.00
Received By hmtribou Date 2019-11-26 Time 09:47 Sent To I
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2019-10-04 Cont ID  
Sent By hdanfort Date 2019-10-04 Time 11:00 Rev Time 0.00
Received By hmtribou Date 2019-10-04 Time 11:00 Sent To  
Notes
2019-10-04 11:04:49PB 1491M
 PROJECT NAME: 7000 OKEECHOBEE-STARBUCKS
  
 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. 78-129 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
  
 --PROVIDE SETBACKS FOR BUILDINGS.
  
 --DIMENSION BIKE RACK LOCATIONS TO MEET MINIMUM
 DISTANCE REQUIREMENTS PER ARTICLE XV.
  
  


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