Plan Review Details - Permit 16080025
Plan Review Stops For Permit 16080025
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2017-03-02 Cont ID  
Sent By skennedy Date 2017-03-02 Time 14:41 Rev Time 0.00
Received By skennedy Date 2017-03-02 Time 14:41 Sent To  
Notes
2017-03-02 14:42:36WINDOWS WERE ENLARGED SLIGHTLY, REVIEWED UPDATED
 STRUCTURAL CALCS, AND COORDINATION OF SOME
 ARCHITECTURAL ELEVATIONS, FLOOR PLAN, AND STRUCTURAL
 PAGES.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2016-12-30 Cont ID  
Sent By jwitmer Date 2016-12-30 Time 08:30 Rev Time 0.00
Received By jwitmer Date 2016-12-29 Time 07:29 Sent To  
Notes
2016-12-30 08:30:11BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16080025
 ADD: 1210 N. DIXIE HWY.
 CONT: BURGER GULF
 TEL: 850-629-9805
 E-MAIL: [email protected]
  
  
 2ND REVIEW
 DATE: FRI. DEC. 30/2016
  
 ACTION: PROVISO
  
 1) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 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.
  
 COMPONENTS & CLADDING. 2014 FBC-B 1609.1.2 PROTECTION
 OF OPENINGS, 1609.6.4.4.1 COMPONENTS & CLADDING.
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP CURBS,
 EXHAUST FANS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 2) WELDED OR BOLTED CONNECTIONS. THE CONTRACTOR IS
 REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS &
 WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARDS.
 2014 FBC-B 2204.1 WELDING
 201404.4.2 BOLTING.
  
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-09-01 Cont ID  
Sent By jwitmer Date 2016-09-01 Time 10:36 Rev Time 0.00
Received By jwitmer Date 2016-08-31 Time 14:48 Sent To ENG
Notes
2016-09-01 10:36:48BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16080025
 ADD: 1210 N. DIXIE HWY.
 CONT: BURGER GULF
 TEL: 850-629-9805
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: FRI. SEPT. 01/2016
 ACTION: DENIED
  
 1) PLEASE NOTE THIS PERMIT DESCRIPTION FOR THE SCOPE OF
 WORK IS FOR A NEW BURGER KING RESTAURANT. TO DATE THERE
 HAS BEEN NO PERMIT APPLIED FOR, TO DEMOLISH THE CURRENT
 STRUCTURE. WE WILL NEED A DEMO PERMIT APPLIED FOR
 BEFORE THE ISSUANCE OF THIS PERMIT. THE OTHER ISSUE IS
 IN ORDER NOT TO HAVE TO PAT IMPACT FEES ON THE NEW
 BUILDING OR ONLY A PORTION OF THE BUILDING. A
 CERTIFICATE OF COMPLETION FOR THE REMOVAL OF THE
 EXISTING BUILDING WOULD BE REQUIRED TO GET THE CREDIT
 FROM THE PALM BEACH COUNTY IMPACT FEE OFFICE. FOR
 FURTHER INFORMATION PLEASE CALL (561) 233-5025.
  
 2) SHEET S-0 FOUNDATION NOTE 1 & 2 BOTH INDICATE
 LETTERS REQUIRED BY THE CITY OF MIAMI-DADE. PLEASE
 DELETE THESE NOTES SINCE THEY DO NOT HAVE ANY
 SIGNIFICANCE ON THE PROJECT. THIS PROJECT IS NOT
 LOCATED IN THE HIGH VELOCITY HURRICANE ZONE. 107.2.1.3
 DISCREPANCY IN THE PLANS.
  
 3) SHEET S-0 FOUNDATION NOTE E INDICATES THE FOUNDATION
 MAY BE LOWERED 6 INCHES LOWER INTO THE LIMESTONE BASED
 ON THE BEST AVAILABLE SOIL BEARING LOADS. THIS AGAIN
 SOUNDS LIKE THE TYPE OF SOILS FOUND IN THE MIAMI-DADE
 AREA WHERE THE LIMESTONE BEDROCK IS JUST BELOW GRADE.
 THERE IS GOING TO BE A BUILDING DEMOLISHED FROM THIS
 SITE WILL THERE BE SOILS BORING TO BE TAKEN OR IS THERE
 GOING TO BE A MINIMUM DENSITY REQUIRED FOR A MINIMUM
 BEARING VALUE REQUIRED FOR THE STEM WALL FOUNDATION?
 NOTE I SPEAKS ABOUT THE DENSITY REQUIRED FOR THE SLAB
 ON GRADE. FBC-B 1803.5.2 QUESTIONABLE SOIL.
  
 4) SHEET S-0 NOTE H INDICATES THE USE OF CONCRETE
 FOUNDATIONS ARE PERMITTED TO BE CAST AGAINST THE EARTH
 WHERE IN THE OPINION OF THE BUILDING OFFICIAL, SOIL
 CONDITIONS DO NOT REQUIRE FORMWORK. PLEASE NOTE THE
 SOILS IN THIS AREA DOES REQUIRE THE FOUNDATION TO BE
 FORMED. 2014 FBC-B 1808.8.5.
  
 5) SHEET S-0 HEADING 7 DESIGN LOADS (B) GIVE THE WIND
 DESIGN CRITERIA 170 VULT EXP. C ASCE 7-10. PLEASE
 REVIEW SHEET S-7 WINDOW & DOOR REQUIREMENTS INDICATES
 THE REQUIREMENTS WERE DESIGNED TO THE 2014 FBC-B & ASCE
 7-05. PLEASE NOTE THE 2014 FBC-B 1609.1.1 AND CHAPTER
 35 REFERENCE THE ASCE 7-10 NOT THE ASCE 7-05.
  
 6) SHEET S-7 THE WINDOW AND DOOR CHARTS APPEAR TO BE
 LOW BY APPROXIMATELY 4 PSF FROM THE TABLES FOUND IN THE
 ASCE 7-10 FIGURE 30.5-1.
  
 7) SHEET S-7 DOES NOT PROVIDE NOR ANY OTHER STRUCTURAL
 SHEET PROVIDE THE ROOF PRESSURES FOR ROOF ZONES 1,2 AND
 3. 2014 FBC-B 1603.1.4 WIND DESIGN DATA. 5. DESIGN WIND
 PRESSURES TO BE USED FOR EXTERIOR COMPONENT AND
 CLADDING MATERIALS NOT SPECIFICALLY DESIGNED BY THE
 REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR THE
 DESIGN OF THE STRUCTURE, PSF (KN/ M2).
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
 PLEASE CONVERT THE PRESSURES TO VASD SINCE THE PRODUCT
 APPROVALS ARE IN VASD. 1609.3.1 WIND SPEED CONVERSION
 VULT TO VASD.
  
 8) COMPONENTS & CLADDING. 2014 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE
 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP CURBS,
 EXHAUST FANS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
 NOTE EITHER THE CONTRACTOR OR DESIGNER OF RECORD PREFER
 TO SUBMIT THE PRODUCT APPROVALS AFTER PERMIT ISSUANCE
 PLEASE SEE:
 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.
  
  
 9) FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 10) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY
 ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES
 FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL
 LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF
 ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR
 BOTH INSULATION & THE BASE SHEET AS CALCULATED IN
 COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117.
 CALCULATION PREPARED, SIGNED AND SEALED BY A FLORIDA
 REGISTERED PROFESSIONAL ENGINEER OR REGISTERED
 ARCHITECT.
  
 11) SHEET A-3 AND M2 SHOW SOME GENERIC RTU CURB
 DETAILS. PLEASE PROVIDE CURB DETAILS FOR THE RTU UNITS,
 EXHAUST FAN AND CURBS , CONNECTIONS OF THE CURB TO THE
 ROOF FRAMING(MWFRS) AND FROM THE CURB TO THE UNIT. FOR
 ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS, DETAILED
 ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL AS FROM
 THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS?
  
 12) SHEET A-1.2 THE SEATING LAYOUT PLAN, PLEASE SHOW
 COMPLIANCE ACCESSIBILITY CODE 226.1 WHERE DINING
 SURFACES ARE PROVIDED FOR THE CONSUMPTION OF FOOD OR
 DRINK, AT LEAST 5 PERCENT OF THE SEATING SPACES AND
 STANDING SPACES AT THE DINING SURFACES SHALL COMPLY
 WITH 902. CHART SHOW 72 SEATS X 0,05= 4 PLEASE PROVIDE
 WHERE THE 4 ACCESSIBLE SEATS ARE LOCATED.
  
 12A) ACCESS. CODE 902.2 CLEAR FLOOR OR GROUND SPACE. A
 CLEAR FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR A
 FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE
 CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED.
  
 12B) ACCESS. CODE 902.3 HEIGHT. THE TOPS OF DINING
 SURFACES AND WORK SURFACES SHALL BE 28 INCHES (710 MM)
 MINIMUM AND 34 INCHES (865 MM) MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND.
  
 12C) ACCESS. CODE 226.2 DISPERSION. DINING SURFACES AND
 WORK SURFACES REQUIRED TO COMPLY WITH 902 SHALL BE
 DISPERSED THROUGHOUT THE SPACE OR FACILITY CONTAINING
 DINING SURFACES AND WORK SURFACES. SHEET A-1.2 SHOWS
 WHAT APPEARS TO BE ELECTRIC PLUGS AT TABLES AND CHAIRS
 PLEASE SHOW A PORTION OF THESE AT ACCESSIBLE LOCATIONS
 FOR WHEEL CHAIR USERS.
  
 12D) SELF-SERVE COUNTERS SHOW COMPLIANCE WITH: ACCESS.
 CODE 227.3 COUNTERS. WHERE PROVIDED, AT LEAST ONE OF
 EACH TYPE OF SALES COUNTER AND SERVICE COUNTER SHALL
 COMPLY WITH 904.4. WHERE COUNTERS ARE DISPERSED
 THROUGHOUT THE BUILDING OR FACILITY, COUNTERS COMPLYING
 WITH 904.4 ALSO SHALL BE DISPERSED.
  
 13) SHEET A-0.1 & A-0.2 BOTH SHEETS INDICATE THE
 ACCESSIBLE ELEMENTS DEPICTED ARE UNDER THE FEDERAL ADA.
 PLEASE REVISE THE PLANS AND DETAILS TO THE 2014
 FBC-ACCESSIBILITY CODE.
  
 14) SHEET A-0.2 THE HANDRAILS FOR THE WATER CLOSET SHOW
 THE MEASUREMENTS TAKEN FROM THE CENTER LINE OF THE
 HORIZONTAL GRAB BAR. PLEASE NOTE SECTION 609.4 THE
 DIMENSIONS ARE TAKEN FROM FINISH FLOOR TO THE TOP OF
 THE GRASPING SURFACE.
  
 15A) THE SITE PLAN SP-1.0 AND LANDSCAPE PLANS ARE UNDER
 SEPARATE PERMITS. PLEASE SUBMIT THESE PLANS FOR
 REFERENCE ONLY TO BE REVIEWED UNDER A SEPARATE PERMIT.
 105.1 PERMITS REQUIRED.
  
 15B) OTHER PERMITS THAT ARE NOT COVERED UNDER THE
 BUILDING PERMIT ARE IRRIGATION, SIGN, AWNINGS, FIRE
 SPRINKLER, FIRE ALARM, HOODS, ANSIL SYSTEMS, WALK IN
 FREEZERS & COOLERS & GREASE TRAPS, ETC. 105.1 PERMITS
 REQUIRED.
  
 16) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 TO WHOM IT MAY CONCERN:
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2016-12-19 Cont ID  
Sent By vperez Date 2016-12-19 Time 11:21 Rev Time 0.00
Received By vperez Date 2016-12-19 Time 10:58 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-08-03 Cont ID  
Sent By mvaldes Date 2016-08-03 Time 10:39 Rev Time 0.00
Received By mvaldes Date 2016-08-03 Time 08:16 Sent To  
Notes
2016-08-03 11:26:08JOB PERMIT NUMBER: 16080025
 JOB ADDRESS: 1210 N DIXIE HWY
 WEST PALM BEACH FLORIDA
 DATE: AUGUST 3, 2016
  ELECTRICAL PLAN REVIEW COMMENTS
  
 THE PLANS FOR THE ABOVE MENTIONED PERMIT APPLICATION
 HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE EDITION OF
 THE NEC, (NATIONAL ELECTRICAL CODE) AND THE FBC,
 (FLORIDA BUILDING CODE) AS WELL AS THE CITY OF WEST
 PALM BEACH AMENDMENTS IN EFFECT AT THE TIME OF
 SUBMITTAL. BELOW IS A LIST OF THE DEFICIENCIES NOTED.
  
 1) WHEN USING THE TOTAL BUILDING METHOD PER TABLE FBC-E
 SECTION C405.5.2 THE ALLOWED W/SQFT IS 1.4 WATTS.
 PLEASE CORRECT CALCULATION ON LIGHT DENSITY CHART.
 2) NEC 700.12 (F) (4) EMERGENCY/EXIT LIGHTING SHALL BE
 FED BY LIGHTING CIRCUIT OF SAME LOCAL AREA. *IF 3 OR
 MORE LIGHTING CIRCUITS SUPPLY THE AREA, EM LIGHTS MAY
 BE ON OWN CIRCUIT.
 3) ADD EMERGENCY LIGHTING BY THE SITTING AREA. THE
 MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS
 THAN 1' CANDLE AT THE WALKING SURFACE. FBC-1006.2
 4) PROVIDE A LUMINAIRE SUPPORT DETAIL TO REFLECT HOW
 THE LIGHTING IS ATTACHED TO THE SUSPENDED CEILING.
 MECHANICAL FASTENING IS PERMITTED, HOWEVER VERIFY ANSI
 STANDARDS FOR CEILING GRID LOADS. NEC 410.36(B)
 5) NEC 600.5 REQUIRED BRANCH CIRCUIT. EACH COMMERCIAL
 BUILDING AND EACH COMMERCIAL OCCUPANCY ACCESSIBLE TO
 PEDESTRIANS SHALL BE PROVIDED WITH AT LEAST ONE 20 AMP
 DEDICATED OUTLET IN AN ACCESSIBLE LOCATION AT EACH
 ENTRANCE TO EACH TENANT SPACE FOR SIGN OR OUTLINE
 LIGHTING. SERVICE HALLWAYS OR CORRIDORS SHALL NOT BE
 CONSIDERED ACCESSIBLE TO PEDESTRIANS
 6) NEC 210.62 SHOW WINDOWS. AT LEAST ONE RECEPTACLE
 OUTLET SHALL BE INSTALLED WITHIN 18? OF THE TOP OF A
 SHOW WINDOW FOR EVERY 12 LINEAR FT OR MAJOR PORTION
 THEREOF AREA MEASURED HORIZONTALLY.
 7) AMBIENT TEMPERATURE ADJUSTMENT FACTORS MUST BE TAKEN
 INTO CONSIDERATION FOR CONDUCTORS AND CONDUITS ON
 ROOFTOPS, IF CONDUCTOR LENGTH IS OVER 10' OR 10 %
 EXPOSED TO SUNLIGHT THE HIGHER AMPACITY MUST BE USED.
 NEC 310.15(C)
 8) LOW VOLTAGE , FIRE ALARM , AND EXTERIOR SITE
 LIGHTING SHALL BE UNDER A SEPARATE PERMIT. A BLOCK NOTE
 WILL SUFFICE.
  
 PLEASE REVISE YOUR DRAWINGS TO REFLECT THE ABOVE
 MENTIONED DEFICIENCIES.
 WHEN RESUBMITTING, FOR A QUICKER RETURN ON YOUR
 RE-SUBMITTAL, YOU ARE REQUIRED TO PROVIDE A RESPONSE
 LETTER (NARRATIVE) ADDRESSING EACH ITEM ALONG WITH THE
 STANDARD CITY RE-SUBMITTAL FORM.
 THE NARRATIVE SHOULD INCLUDE THE PLAN REVIEWER'S
 COMMENTS AND YOUR RESPONSE OR ACTION TO SAME.
 ADDITIONALLY, PLEASE INSERT CORRECTED PAGES INTO THE
 SUBMITTAL AND LEAVE THE PREVIOUSLY REVIEWED SHEETS FOR
 COMPARISON.
 CLOUDING THE CHANGES WILL BE GREATLY APPRECIATED.
  
 IF YOU HAVE FURTHER QUESTIONS, PLEASE DON'T HESITATE TO
 CONTACT ME DIRECTLY.
  
 FBC 2014 5TH ED. NEC 2011
 MARIO VALDES
 ELECTRICAL PLAN EXAMINER
 561-805-6713
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2017-02-28 Cont ID  
Sent By skennedy Date 2017-02-28 Time 13:10 Rev Time 0.00
Received By skennedy Date 2017-02-28 Time 13:10 Sent To  
Notes
2017-02-28 13:10:46REVIEW APPROVED BY MANNY GONZALEZ.
2017-02-27 13:34:29PROCESSED OUT TO EXPEDITE, ENG 2 WILL BE DONE ON NEXT
 CYCLE.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2016-10-03 Cont ID  
Sent By mgonzale Date 2016-10-03 Time   Rev Time 1.00
Received By mgonzale Date 2016-10-03 Time   Sent To I
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-12-15 Cont ID  
Sent By wjolin Date 2016-12-15 Time 11:41 Rev Time 0.00
Received By wjolin Date 2016-12-15 Time 11:34 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2016-08-10 Cont ID  
Sent By wjolin Date 2016-08-10 Time 10:47 Rev Time 0.00
Received By wjolin Date 2016-08-10 Time 10:21 Sent To  
Notes
2016-08-10 10:38:531210 NORTH DIXIE HIGHWAY
 PERMIT #16080025
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 SHEET A4.0: PER SECTION 10.12.1.2 (NFPA 1), PROVIDE
 BUILDING ADDRESS VISIBLE FROM THE STREET. NUMBERS SHALL
 BE ATTACHED TO THE BUILDING AND BE AT LEAST SIX-INCHES
 IN HEIGHT WITH 1-INCH STROKE AND SHALL CONTRAST THE
 BACKGROUND.
  
 GENERAL: PROVIDE AN EXTERIOR KEY SAFE TO ALLOW
 EMERGENCY RESPONDERS NON-FORCIBLE ENTRY INTO THE
 BUILDING DURING NON-BUSINESS HOURS. A KEY SAFE CAN BE
 ORDERED FROM WWW.KNOXBOX.COM.
  
 GENERAL: PROVIDE DRAWING NOTE INDICATING ALL
 CONSTRUCTION AND DEMOLITION WORK SHALL CONFORM TO THE
 REQUIREMENTS OF NFPA 241. TRASH AND CONSTRUCTION DEBRIS
 SHALL BE REMOVED FROM THE SITE DAILY. SMOKING SHALL BE
 PROHIBITED EXCEPT IN DESIGNATED EXTERIOR AREAS. ALL
 OTHER DEMOLITION OR CONSTRUCTION AREAS SHALL HAVE "NO
 SMOKING" SIGNS POSTED. WHERE SMOKING IS PERMITTED, SAFE
 RECEPTACLES FOR SMOKING MATERIALS SHALL BE PROVIDED.
  
 RECOMMENDATION: PROTECT BUILDING WITH AN AUTOMATIC FIRE
 SPRINKLER SYSTEM.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
  
  
Review Stop G GAS REVIEW
Rev No 2 Status P Date 2017-01-17 Cont ID  
Sent By gjohnson Date 2017-01-17 Time 10:45 Rev Time 0.00
Received By gjohnson Date 2017-01-17 Time 10:45 Sent To  
Notes
2017-01-17 10:44:58 
 PROVISO
 NEED ON JOBSITE FOR INSPECTIONS
 1) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR ALL GAS
 EQUIPMENT/APPLIANCES. EQUIPMENT/APPLIANCES SHALL BE
 LISTED AND LABELED PER 2014 FBC-FUEL GAS SEC. 301.3.
 2) SUBMIT VENTING DETAILS FOR THE GAS WATER HEATERS.FGC
 SEC. 503.
  
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2016-08-25 Cont ID  
Sent By tklarge Date 2016-08-25 Time 14:35 Rev Time 0.00
Received By tklarge Date 2016-08-25 Time 14:23 Sent To  
Notes
2016-08-25 14:35:091) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR ALL GAS
 EQUIPMENT/APPLIANCES. EQUIPMENT/APPLIANCES SHALL BE
 LISTED AND LABELED PER 2014 FBC-FUEL GAS SEC. 301.3.
 2) SUBMIT COMBUSTION AIR CALCULATIONS FOR ALL GAS
 APPLIANCES IN ACCORDANCE WITH FGC SEC.304. SEE FGC SEC.
 304.9.3 FOR MECHANICAL COMBUSTION AIR COMPLIANCE.
 3) SUBMIT VENTING DETAILS FOR THE GAS WATER HEATERS.FGC
 SEC. 503.
 4) SHT. P-3 - SIZE ALL SECTIONS OF THE GAS RISER
 DIAGRAM. FBC SEC. 107.2.1, FGC SECS.401.8, 402.1,
 402.3.
 5) SHT. P-3 - TABLE 402.4 (2) IS REFERENCED ON THE PLAN
 IN THE GAS SYSTEM DESIGN WITH A PRESSURE DROP OF 10.5
 INCHES OF WATER COLUMN. THE PRESSURE DROP FOR THIS
 TABLE IS 0.5 INCHES. CLARIFY.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2017-03-03 Cont ID  
Sent By cpuell Date 2017-03-03 Time 09:21 Rev Time 0.00
Received By cpuell Date 2017-03-02 Time 14:34 Sent To  
Notes
2017-03-02 14:43:14SENT TO KMARTIN DESK.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-03-02 Cont ID  
Sent By cpuell Date 2017-03-02 Time 07:49 Rev Time 0.00
Received By cpuell Date 2017-02-28 Time 12:26 Sent To Z
Notes
2017-02-28 12:26:54SENT TO KMARTIN DESK.
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-02-27 Cont ID  
Sent By skennedy Date 2017-02-27 Time 13:34 Rev Time 0.00
Received By skennedy Date 2016-12-08 Time 14:16 Sent To  
Notes
2016-12-09 14:19:22C18
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-10-03 Cont ID  
Sent By cpuell Date 2016-10-03 Time 15:01 Rev Time 0.00
Received By cpuell Date 2016-08-01 Time 11:32 Sent To  
Notes
2016-08-02 11:32:37C24
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2016-12-30 Cont ID  
Sent By jwitmer Date 2016-12-30 Time 08:41 Rev Time 0.00
Received By jwitmer Date 2016-12-30 Time 08:40 Sent To  
Notes
2016-12-30 08:41:29IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2016-08-31 Cont ID  
Sent By jwitmer Date 2016-08-31 Time 15:48 Rev Time 0.00
Received By jwitmer Date 2016-08-31 Time 15:48 Sent To  
Notes
2016-08-31 15:48:41PLEASE NOTE THIS PERMIT DESCRIPTION FOR THE SCOPE OF
 WORK IS FOR A NEW BURGER KING RESTAURANT. TO DATE THERE
 HAS BEEN NO PERMIT APPLIED FOR, TO DEMOLISH THE CURRENT
 STRUCTURE. WE WILL NEED A DEMO PERMIT APPLIED FOR
 BEFORE THE ISSUANCE OF THIS PERMIT. THE OTHER ISSUE IS
 IN ORDER NOT TO HAVE TO PAT IMPACT FEES ON THE NEW
 BUILDING OR ONLY A PORTION OF THE BUILDING. A
 CERTIFICATE OF COMPLETION FOR THE REMOVAL OF THE
 EXISTING BUILDING WOULD BE REQUIRED TO GET THE CREDIT
 FROM THE PALM BEACH COUNTY IMPACT FEE OFFICE. FOR
 FURTHER INFORMATION PLEASE CALL (561) 233-5025.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2017-02-24 Cont ID  
Sent By ccole Date 2016-12-15 Time 17:03 Rev Time 0.00
Received By ccole Date 2016-12-15 Time 17:03 Sent To  
Notes
2016-12-15 17:16:592ND REVIEW FBC-2014 MECHANICAL
 PERMIT #16080025
 12/15/16
  
 1) THERE APPEARS TO BE INADEQUATE MAKEUP AIR FOR THE
 KITCHEN EXHAUST HOODS AND INADEQUATE COMBUSTION AIR FOR
 THE APPLIANCES. THE AIR BALANCE SCHEDULE INDICATES 1550
 CFMS OF O/A FOR THE 2000 CFM KITCHEN HOOD EXHAUST.
 PLEASE REFER TO SECTION 508.1 WHICH REQUIRES THE AMOUNT
 OF MAKEUP AIR TO BE APPROXIMATELY EQUAL TO THE AMOUNT
 OF EXHAUST AIR.
  
 SECTION 304.9.3 FBC-14 FUEL GAS REQUIRES THE MECHANICAL
 VENTILATION SYSTEM TO PROVIDE THE SPECIFIED 201 CFMS OF
 COMBUSTION AIR IN ADDITION TO THE REQUIRED VENTILATION
 AIR. THE PROPOSED DESIGN INDICATES ALL AIR VENTILATION
 AIR IS BEING USED AS MAKEUP AIR FORE THE HOODS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-08-09 Cont ID  
Sent By ccole Date 2016-08-09 Time 14:45 Rev Time 0.00
Received By ccole Date 2016-08-09 Time 14:45 Sent To  
Notes
2016-08-09 15:41:441ST REVIEW FBC-2014 MECHANICAL
 PERMIT #16080025
 8/9/16
  
 1) ADVISORY: SEPARATE PERMITS AND PLANS ARE REQUIRED
 FOR KITCHEN HOODS, FIRE SUPPRESSION, AND WALK-IN
 COOLERS AND FREEZERS. PLEASE PLACE THESE NOTES IN BOLD
 LETTERS ON THE PLANS.
  
 2) THE SEQUENCE OF OPERATION ON SHEET H-5 SEEM TO
 INDICATE THERE IS A SUPPLY FAN FOR THE KITCHEN EXHAUST
 HOODS, HOWEVER THER IS NO SUPPLY FAN SHOWN ON THE
 PLANS. CLARIFY HOW MAKE-UP AIR WILL BE SUPPLIED AND
 ACTIVATED FOR THE HOODS, AND HOW COMPLIANCE WITH
 SECTION 508.1.1 WILL BE MET FOR MAKEUP AIR TEMPERATURE.
  
 3) REFER TO SECTION 304 FBC-14 FUEL GAS AND INDICATE
 HOW COMBUSTION AIR WILL BE PROVIDED FOR THE GAS-FIRED
 COOKING APPLIANCES AND SHOW CALCULATIONS. PLEASE SEE
 SECTION 304.9.3 FOR MECHANICAL COMBUSTION AIR
 COMPLIANCES.
  
 4) M-2 & H-6: THE RTU'S AND FANS MUST BE ANCHORED TO
 RESIST THE WIND LOADS AS OUTLINED IN SECTION 1609
 FBC-14 BUILDING. PLEASE PROVIDE THE CURRENT WIND LOAD
 DESIGN CRITERIA ON THE PLANS: BASIC WIND SPEED, WIND
 SPEED CONVERSION, IMPORTANCE FACTOR, EXPOSURE CATEGORY,
 AND HEIGHT AND EXPOSURE ADJUISTMENT COEFFICIENT.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2017-01-17 Cont ID  
Sent By gjohnson Date 2017-01-17 Time 10:45 Rev Time 0.00
Received By gjohnson Date 2017-01-17 Time 10:45 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-08-25 Cont ID  
Sent By tklarge Date 2016-08-25 Time 14:21 Rev Time 0.00
Received By tklarge Date 2016-08-24 Time 09:33 Sent To  
Notes
2016-08-25 14:21:451) SHT.A-0.1 - THE ACCESSIBILITY DETAILS SHOWN ON THE
 DRAWING IS FROM AN OUTDATED EDITION OF THE
 ACCESSIBILITY CODE. THE CODE IN EFFECT IS THE 2014
 FBC-ACCESSIBILITY.
 2) THE "SOPE OF WORK " BOX REFERS TO THIS LOCATION AS
 TO BEING IN MIAMI BEACH. REVISE THE NOTE.
 3) SHT.A-0.1 - THE GRAB BARS SHALL BE MEASURED TO THE
 TOP OF THE GRIPPING SURFACE NOT TO THE CENTERLINE. 2014
 FAC SEC. 609.4.
 4) SHT.A-3.0 - NOTES THE OVERFLOW SCUPPER AS 12 INCHES
 BY 8 INCHES BUT DETAIL # 7 ON SHT. A-3.1 NOTES THE
 OVERFLOW SCUPPERR AS 8 INCHES BY 16 INCHES. CLARIFY.
 5) SHOW THE CLEAR FLOOR SPACE FOR THE WATER CLOSET AND
 THE LAVATORY IN DETAIL #1 ON SHEET A-6.0.THE DIMENSION
 LINES ARE SO LIGHT THEY ARE ILLEGIBLE. COMPLY WITH FAC
 SECS.604.3, 606.2.
 6) SHT. A-6.0 - THE DOORS ON THE TOILET ROOMS APPEAR TO
 SWING INTO THE CLEAR FLOOR SPACE FOR THE LAVATORIES.
 COMPLY WITH FAC SEC.603.2.3.
 7) SHT. A-6.0 - CLEARLY SHOW THE DIMENSION LINES ON THE
 ENLARGED FLOOR PLAN AND ALSO ON THE ELEVATION DETAILS.
 FBC !07.2.1.
 8) SHT. A-6.0 - THE LOCATION OF THE TOILET DISPENSER
 SHALL COMPLY WITH 2014 FAC SEC.604.7. SEE NOTE #7 IN
 GENERAL NOTES.
 9) THE DISTANCE OF THE GRAB BARS (MIN. & MAX.
 DIMENSIONS) FROM ADJACENT WALLS SHALL COMPLY WITH 2014
 FAC SECS.604.5.
 10) SHT. P-1 & P-5 - THE SAMPLING PORT DESCIBED AND
 SHOWN ON THE SHEETS IS NOT ACCEPTABLE. THE WPB
 UTILITIES REQUIRES EITHER A FACTORY MANUFACTURED
 SAMPLING PORT OR 6 INCH TWO-WAY CLEANOUT.
 11) A BACKFLOW PREVENTER IS REQUIRED ON THE WATER
 FILTER SYSTEM PER 2014 FPC SEC.608.3.
 12) A SEPARATE PERMIT WILL BE REQUIRED FOR THE BACKFLOW
 PREVENTION DEVICE AT THE METER FOR THE DOMESTIC WATER
 SERVICE AND THE IRRIGATION SYSTEM.
 13) SHT. P-3 NOTES THE GREASY WASTE LINE TO THE
 SANITARY SYSTEM.CLARIFY.
 14) THE ICE BIN SHALL NOT DRAIN TO THE SANITARY. 2014
 FPC SEC.1003.2.
 15) SHT. P-1 SHOWS A FLOOR SINK AND A FLOOR DRAIN IN
 THE KITCCHEN AREA BUT IT IS NOT SHOWN ON THE RISER ON
 P-3. CLARIFY.
 16) ALL HOSE BIBBS SHALL HAVE A SHUTOFF VALVE PER 2014
 FPC SEC. 606.2.
 17) INDICATE THE SIZE OF THE EXISTING GREASE TRAP AND
 SUBMIT SIZING CALCULATIONS TO ENSURE ADEQUATE CAPACITY.
 2014 FPC SEC. 1003.2.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
Review Stop Z ZONING
Rev No 4 Status P Date 2017-03-02 Cont ID  
Sent By   Date 2017-03-02 Time   Rev Time 0.00
Received By kmartin Date 2017-03-02 Time 14:57 Sent To I
Notes
2017-03-02 14:58:12PROVISO:
 TRANSIT STOP ALONG DIXIE HIGHWAY SHALL REMAIN THROUGH
 CONSTRUCTION AND INCORPORATED INTO THE NEW PROJECT.
  
Review Stop Z ZONING
Rev No 3 Status F Date 2017-03-01 Cont ID  
Sent By cpuell Date 2017-03-02 Time 07:49 Rev Time 0.00
Received By kmartin Date 2017-03-01 Time 14:18 Sent To I
Notes
2017-03-01 14:19:311. FLOOR PLANS SHALL BE UPDATED TO MATCH NEW
 ELEVATIONS.
 2. SURVEY SHALL BE INCLUDED
 3. BUS STOP SHALL BE SHOWN ON THE SITE PLAN AND THE
 SURVEY.
  
 FOR MORE INFORMATION, PLEASE CONTACT KEVIN MARTIN ?
 URBAN DESIGN PLANNER AT [email protected].
  
Review Stop Z ZONING
Rev No 2 Status F Date 2016-12-22 Cont ID  
Sent By   Date 2016-12-22 Time   Rev Time 0.00
Received By kmartin Date 2016-12-20 Time 13:53 Sent To  
Notes
2016-12-22 11:52:26THIS PROJECT IS PENDING SITE PLAN APPROVAL WITH THE
 PLANNING DIVISION (REFERENCE: FSPR 15-05). PLEASE NOTE
 THAT ZONING WILL NOT APPROVE ANY PERMITS RELATED TO
 THIS PROJECT UNTIL SITE PLAN APPROVAL IS GRANTED.
  
 OTHER NOTES
 1. SETBACK ALONG DIXIE HIGHWAY SHALL BE 16 FEET FROM
 THE BACK OF THE CURB.
 2. DUMPSTER SHALL BE FULLY ENCLOSED WITH A FENCE AND
 LANDSCAPING.
 3. TRANSPARENCY ALONG PALM BEACH LAKES BOULEVARD AND
 DIXIE HIGHWAY SHALL BE 50% OF THE FACADE, INCLUDE
 DETAILS AND CALCULATIONS.
 4. SIGNS ARE NOT COVERED BY THIS PERMIT; A SEPARATE
 PERMIT SHALL BE REQUIRED.
 5. PERMEABLE PAVES SHALL BE INSTALLED THROUGHOUT THE
 PARKING AREA INCLUDING CIRCULATION LANES.
  
 FOR MORE INFORMATION, PLEASE CONTACT KEVIN J MARTIN AT
 561-822-1426 OR [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 2016-08-25 Cont ID  
Sent By   Date 2016-08-25 Time   Rev Time 0.00
Received By kmartin Date 2016-08-25 Time 08:40 Sent To  
Notes
2016-08-25 08:41:48THIS PROJECT IS PENDING SITE PLAN APPROVAL WITH THE
 PLANNING DIVISION (REFERENCE: FSPR 15-05). PLEASE NOTE
 THAT ZONING WILL NOT APPROVE ANY PERMITS RELATED TO
 THIS PROJECT UNTIL SITE PLAN APPROVAL IS GRANTED.
  
 FOR MORE INFORMATION PLEASE CONTACT KEVIN MARTIN, URBAN
 DESIGN PLANNER AT [email protected].
  


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