Plan Review Details - Permit 16081098
Plan Review Stops For Permit 16081098
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2016-11-03 Cont ID  
Sent By jwitmer Date 2016-11-03 Time 07:15 Rev Time 0.00
Received By jwitmer Date 2016-11-03 Time 06:29 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-10-22 Cont ID  
Sent By   Date 2016-10-22 Time   Rev Time 0.00
Received By jwitmer Date 2016-10-22 Time 11:16 Sent To  
Notes
2016-10-22 11:38:44BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16081098
 ADD: 1845 PALM BEACH LAKES BLDG. #C WHOLE FOODS
 CONT: OBARR CONSTRUCTION
 TEL: 954-533-5299 X1
 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.
  
 2ND REVIEW
 DATE: SAT. OCT. 22/2016
 ACTION: DENIED
  
 1) COMPLIED.
  
 COMMENTS 2-5, 2ND REQUEST DOCUMENTS SUBMITTED 8 1/2X 11
 WOULD SATIFY THE COMMENTS IF THEY WERE SIGNED AND
 SEALED BY THE ENGINEER. FL ADMIN CODE 61G15-23.002
 ENGINEERS. EFFECTIVE DATE 05/06/2009. (2)(A) EVERY
 SHEET OF PLANS AND PRINTS WHICH MUST BE SEALED UNDER
 THE PROVISIONS OF CHAPTER 471, F.S., SHALL BE SEALED,
 SIGNED AND DATED BY THE PROFESSIONAL ENGINEER IN
 RESPONSIBLE CHARGE.
  
  
 2) BOTH SHEET A207 & M 101 BOTH SHOW NEW ROOFTOP
 EQUIPMENT, HEF-5 EXHAUST AIR & HSF MAKE UP AIR.
 2A) SHEET A207 DETAIL D2 INDICATES NEW FRAMING REQUIRED
 FOR THE NE OPENINGS, THE DETAILS DO NOT GIVE THE TYPE
 OF WELDS REQUIRED NOR THE SIZE OF THE WELDS.
 2204.1 WELDING.
 THE DETAILS OF DESIGN, WORKMANSHIP AND TECHNIQUE FOR
 WELDING, INSPECTION OF WELDING AND QUALIFICATION OF
 WELDING OPERATORS SHALL CONFORM TO THE REQUIREMENTS OF
 THE SPECIFICATIONS LISTED IN SECTIONS 2207.
 2207.2 DESIGN.
 THE REGISTERED DESIGN PROFESSIONAL SHALL INDICATE ON
 THE CONSTRUCTION DOCUMENTS THE STEEL JOIST AND/OR STEEL
 JOIST GIRDER DESIGNATIONS FROM THE SPECIFICATIONS
 LISTED IN SECTION 2207.1 AND SHALL INDICATE THE
 REQUIREMENTS FOR JOIST AND JOIST GIRDER DESIGN, LAYOUT,
 END SUPPORTS, ANCHORAGE, NON-SJI STANDARD BRIDGING,
 BRIDGING TERMINATION CONNECTIONS AND BEARING CONNECTION
 DESIGN TO RESIST UPLIFT AND LATERAL LOADS.
  
 2B) SHEET A207 DETAIL D ALSO HAS THE STATEMENT NEW OR
 EXISTING STEEL JOIST OR BEAM? PLEASE DEFINE WHAT IS
 BEING SAID? 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 2C) THE PLANS DO NOT SHOW ANY BRACING OF THE STEEL BAR
 JOIST FOR THE EXTRA LOADING OF THE JOIST. 2207.2
 DESIGN.
 THE REGISTERED DESIGN PROFESSIONAL SHALL INDICATE ON
 THE CONSTRUCTION DOCUMENTS THE STEEL JOIST AND/OR STEEL
 JOIST GIRDER DESIGNATIONS FROM THE SPECIFICATIONS
 LISTED IN SECTION 2207.1 AND SHALL INDICATE THE
 REQUIREMENTS FOR JOIST AND JOIST GIRDER DESIGN. 1.1
 CONCENTRATED LOADS.
  
 2D) THERE HAS BEEN NO WIND DESIGN CRITERIA PROVIDED FOR
 THE NEW ROOF TOP UNITS.
 2014 FBC-B 1603.1.4 WIND DESIGN DATA. THE FOLLOWING
 INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN,
 REGARDLESS OF WHETHER WIND LOADS GOVERN THE DESIGN OF
 THE LATERAL FORCE-RESISTING SYSTEM OF THE STRUCTURE:
  
 1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
 2. RISK CATEGORY.
 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
 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.
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 3) NO PRODUCT APPROVALS WERE SUBMITTED FOR THE NEW ROOF
 TOP CURBS, NOR THE NEW INTAKE FAN NOR EXHAUST FANS.
 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)(D) ROOFING PRODUCTS AND ASSEMBLIES CURBS, ROOF TOP
 INTAKE AND EXHAUST FANS.
  
 4) 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..
  
 5) WITHOUT THE WIND DESIGN AND ASSOCIATED PRESSURES HOW
 ARE THE CONNECTIONS SHOWN ON M101 VALIDATED. 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.
  
 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND
 PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING.
 6) 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.
  
 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 B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-09-01 Cont ID  
Sent By jwitmer Date 2016-09-01 Time   Rev Time  
Received By jwitmer Date 2016-09-01 Time 13:31 Sent To  
Notes
2016-09-01 16:59:23BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16081098
 ADD: 1845 PALM BEACH LAKES BLDG. ?C?
 CONT: O?BARR CONSTRUCTION
 TEL: 954-533-5299 X1
 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: THURS. SEPT. 01/2016
 ACTION: DENIED
  
 1) PLEASE CORRECT THE ADDRESS ON THE PERMIT. THE
 ADDRESS OF 1801 IS THE SITE ADDRESS FOR THE PALM BEACH
 OUTLET MALL. THE PLANS HAVE THE CORRECT ADDRESS OF 1845
 PALM BEACH LAKES BLDG. ?C?.
  
 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT
 CLARITY TO INDICATE THE LOCATION OF THE PROJECT.
  
 2) BOTH SHEET A207 & M 101 BOTH SHOW NEW ROOFTOP
 EQUIPMENT, HEF-5 EXHAUST AIR & HSF MAKE UP AIR.
 2A) SHEET A207 DETAIL D2 INDICATES NEW FRAMING REQUIRED
 FOR THE NE OPENINGS, THE DETAILS DO NOT GIVE THE TYPE
 OF WELDS REQUIRED NOR THE SIZE OF THE WELDS.
 2204.1 WELDING.
 THE DETAILS OF DESIGN, WORKMANSHIP AND TECHNIQUE FOR
 WELDING, INSPECTION OF WELDING AND QUALIFICATION OF
 WELDING OPERATORS SHALL CONFORM TO THE REQUIREMENTS OF
 THE SPECIFICATIONS LISTED IN SECTIONS 2207.
 2207.2 DESIGN.
 THE REGISTERED DESIGN PROFESSIONAL SHALL INDICATE ON
 THE CONSTRUCTION DOCUMENTS THE STEEL JOIST AND/OR STEEL
 JOIST GIRDER DESIGNATIONS FROM THE SPECIFICATIONS
 LISTED IN SECTION 2207.1 AND SHALL INDICATE THE
 REQUIREMENTS FOR JOIST AND JOIST GIRDER DESIGN, LAYOUT,
 END SUPPORTS, ANCHORAGE, NON-SJI STANDARD BRIDGING,
 BRIDGING TERMINATION CONNECTIONS AND BEARING CONNECTION
 DESIGN TO RESIST UPLIFT AND LATERAL LOADS.
  
 2B) SHEET A207 DETAIL D ALSO HAS THE STATEMENT NEW OR
 EXISTING STEEL JOIST OR BEAM? PLEASE DEFINE WHAT IS
 BEING SAID? 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 2C) THE PLANS DO NOT SHOW ANY BRACING OF THE STEEL BAR
 JOIST FOR THE EXTRA LOADING OF THE JOIST. 2207.2
 DESIGN.
 THE REGISTERED DESIGN PROFESSIONAL SHALL INDICATE ON
 THE CONSTRUCTION DOCUMENTS THE STEEL JOIST AND/OR STEEL
 JOIST GIRDER DESIGNATIONS FROM THE SPECIFICATIONS
 LISTED IN SECTION 2207.1 AND SHALL INDICATE THE
 REQUIREMENTS FOR JOIST AND JOIST GIRDER DESIGN. 1.1
 CONCENTRATED LOADS.
  
 2D) THERE HAS BEEN NO WIND DESIGN CRITERIA PROVIDED FOR
 THE NEW ROOF TOP UNITS.
 2014 FBC-B 1603.1.4 WIND DESIGN DATA. THE FOLLOWING
 INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN,
 REGARDLESS OF WHETHER WIND LOADS GOVERN THE DESIGN OF
 THE LATERAL FORCE-RESISTING SYSTEM OF THE STRUCTURE:
  
 1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
 2. RISK CATEGORY.
 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
 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.
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 3) NO PRODUCT APPROVALS WERE SUBMITTED FOR THE NEW ROOF
 TOP CURBS, NOR THE NEW INTAKE FAN NOR EXHAUST FANS.
 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)(D) ROOFING PRODUCTS AND ASSEMBLIES CURBS, ROOF TOP
 INTAKE AND EXHAUST FANS.
  
 4) 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..
  
 5) WITHOUT THE WIND DESIGN AND ASSOCIATED PRESSURES HOW
 ARE THE CONNECTIONS SHOWN ON M101 VALIDATED. 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.
  
 ? 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND
 PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING.
 6) 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.
  
 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 2016-10-18 Cont ID  
Sent By vperez Date 2016-10-18 Time 10:53 Rev Time 0.00
Received By vperez Date 2016-10-18 Time 10:53 Sent To  
Notes
2016-10-18 10:55:122ND ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011
 PREVIOUS PROVISO COMMENTS:
  
 1. GENERAL NOTES TO CONSTRUCTION DOCUMENTS: PLEASE
 PROVIDE A BLOCK NOTE INDICATING THE REQUIRED SEPARATE
 PERMITS AND DATA CUT SHEET SUBMITTALS FOR ALL LOW
 VOLTAGE SYSTEMS TO INCLUDE BUT NOT LIMITED TO FIRE
 ALARM, PHONE AND DATA, ELECTRICAL RELATED TO HOOD
 SYSTEM SHOWN ETC. A NOTE WILL SUFFICE.
 2. PLEASE SHOW THAT THE EXISTING ROOFTOP RECEPTACLES
 ARE W/P GFCI PROTECTED.
 3. SHEET E301- PROVIDE A GENERAL NOTE TO INDICATE NEC
 210.8B2 GFCI AT FOOD PREP AREA AND KITCHENS. A NOTE
 WILL SUFFICE
  
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2016-09-01 Cont ID  
Sent By vperez Date 2016-09-01 Time 09:35 Rev Time 0.00
Received By vperez Date 2016-08-30 Time 12:11 Sent To  
Notes
2016-09-01 09:42:24INITIAL ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011
 PROVISO COMMENTS:
  
 1. GENERAL NOTES TO CONSTRUCTION DOCUMENTS: PLEASE
 PROVIDE A BLOCK NOTE INDICATING THE REQUIRED SEPARATE
 PERMITS AND DATA CUT SHEET SUBMITTALS FOR ALL LOW
 VOLTAGE SYSTEMS TO INCLUDE BUT NOT LIMITED TO FIRE
 ALARM, PHONE AND DATA, ELECTRICAL RELATED TO HOOD
 SYSTEM SHOWN ETC. A NOTE WILL SUFFICE.
 2. PLEASE SHOW THAT THE EXISTING ROOFTOP RECEPTACLES
 ARE W/P GFCI PROTECTED.
 3. SHEET E301- PROVIDE A GENERAL NOTE TO INDICATE NEC
 210.8B2 GFCI AT FOOD PREP AREA AND KITCHENS. A NOTE
 WILL SUFFICE
  
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2016-08-30 Cont ID  
Sent By scaldero Date 2016-08-30 Time 11:59 Rev Time 0.00
Received By scaldero Date 2016-08-30 Time 11:49 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 1 Status P Date 2016-10-26 Cont ID  
Sent By gjohnson Date 2016-10-26 Time 10:31 Rev Time 0.00
Received By gjohnson Date 2016-10-26 Time 10:31 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-11-03 Cont ID  
Sent By   Date 2016-11-03 Time   Rev Time 0.00
Received By lmarchan Date 2016-10-31 Time 09:06 Sent To  
Notes
2016-11-01 09:06:13RESUB ROUTED TO JWITMER
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-10-26 Cont ID  
Sent By ccole Date 2016-10-26 Time 17:28 Rev Time 0.00
Received By ccole Date 2016-10-14 Time 08:02 Sent To  
Notes
2016-10-17 08:02:26C05
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-09-10 Cont ID  
Sent By tklarge Date 2016-09-10 Time 10:53 Rev Time 0.00
Received By tklarge Date 2016-08-25 Time 10:27 Sent To  
Notes
2016-08-26 10:27:52C34
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2016-10-27 Cont ID  
Sent By ccole Date 2016-10-26 Time 17:24 Rev Time 0.00
Received By ccole Date 2016-10-26 Time 17:24 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-09-07 Cont ID  
Sent By ccole Date 2016-09-07 Time 07:15 Rev Time 0.00
Received By ccole Date 2016-09-07 Time 07:15 Sent To  
Notes
2016-09-07 08:13:501ST REVIEW FBC-2014 MECHANICAL
 PERMIT #16081098
 9/7/16
  
 1) ADVISORY: THE CITY OF WEST PALM BEACH CONSTRUCTION
 SERVICES DIVISION REQUIRES SEPARATE PERMITS AND PLAN
 SUBMITTALS FOR KITCHEN EXHAUST HOODS, FIRE SUPPRESSION
 SYSTEMS, FIRE SPRINKLERS, AND WALK-IN COOLERS AND
 FREEZERS.
  
 2) PLEASE CLARIFY WHICH TYPE OF REFRIGERANT PIPING WILL
 BE USED ON THE PROJECT. TYPE L OR TYPE K COPPER ACR IS
 SPECIFIED ON SHEET REM1.1, AND TYPE K OR TYPE L HARD
 DRAWN COPPER IS SPECIFIED ON REM3.1.
  
 3) PROVIDE TYPICAL PIPING AND VALVE HANGING AND SUPPORT
 DETAILS ON THE PLANS AND SUBMIT SPECIFICATIONS FOR ALL
 COMPONENTS OF THE PIPING SYSTEMS INCLUDING INSULATIONS.
  
 4) SHEET REM1.1, CODE CONFORMANCE CHART: THE PROJECT
 DESIGN SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING
 CODE FIFTH EDITION 2014 MECHANICAL. PLEASE REVIEW AND
 REVISE ACCORDINGLY.
  
 5) REM1.1 & REM2.1: PER THE NOTES IN THE CODE
 CONFORMANCE CHART, PLEASE SHOW THE LOCATIONS OF ALL
 REFRIGERANT LEAK DETECTORS, AND SUBMIT MANUFACTURER'S
 SPECIFICATIONS AND INSTALLATION INSTRUCTIONS FOR THE
 DEVICES WITH SHOP DRAWING APPROVAL SIGNATURE BY THE
 ENGINEER OF RECORD.
  
 6) REM2.1: REFER TO SECTION 1105.1 AND PROVIDE ENLARGED
 DIMENSIONED PLAN VIEWS OF THE MEZZANINE PLATFORM MOTOR
 ROOM. INCLUDE AN EQUIPMENT LAYOUT PLAN AND SCHEDULE
 WITH CORRESPONDING IDENTIFICATION LABELS OR NUMBERS,
 AND CLARIFY IF THE WATER HEATERS SHOWN IN THE DETAIL
 ARE FUEL-FIRED AND HAVE OPEN FLAMES- SEE SECTION
 1105.5.
  
 7) REFER TO SECTION 1105.6 AND PROVIDE COMPLETE
 VENTILATION DETAILS FOR THE MOTOR (MACHINERY) ROOM
 INCLUDING THE VENTILATION RATES AT NORMAL AND EMERGENCY
 CONDTIONS. INCLUDE CALCULATIONS, FAN SCHEDULES, EXHAUST
 DISCHARGE AND MAKE UP AIR LOCATIONS AND SIZES.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2016-10-26 Cont ID  
Sent By gjohnson Date 2016-10-26 Time 10:29 Rev Time 0.00
Received By gjohnson Date 2016-10-26 Time 09:57 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-09-10 Cont ID  
Sent By tklarge Date 2016-09-10 Time 10:53 Rev Time 0.00
Received By tklarge Date 2016-09-10 Time 09:05 Sent To  
Notes
2016-09-10 10:27:361) SHT. CS-2 REFERS TO THE 2010 FBC. THE CODE IN EFFECT
 IS THE 2014 FBC. PLEASE REVISE THE CODE REFERENCES.
 2) SHT. P201 REFERENCES THE 2010 AND THE 2014 GAS CODE.
 THE CODE IN EFFECT IS THE 2014 FUEL GAS CODE. REVISE
 THE NOTES.
 3) P201- THE 2 PSI GAS TABLE THAT IS REFERENCED IS FOR
 PRESSURE LESS THAN 2 PSI IN THE 2014 FGC. REVISE THE
 STANDARD AND GAS TABLE.
 4) SHT. P201 SHOWS A LOW PRESSURE ONE INCH GAS LINE
 SUPPLYING 452 MBTU'S AND ALSO A 1 1/4 INCH GAS LINE
 SUPPLYING THE 452 MBTU'S. CLARIFY. THE MINIMUM SIZE
 SHALL BE 1 1/4 INCHES. THIS IS ALSO SHOWN ON THE
 PARTIAL PLAN.
 5) SHOW THE REQUIRED SHUTOFF VALVE UPSTREAM OF THE
 MEDIUM PRESSURE REGULATOR PER THE 2014 FGC SEC. 409.4.
 6) SIZE THE GAS BRANCHES TO ALL THE APPLIANCES. COMPLY
 WITH 2014 FGC.
 7) SUBMIT COMBUSTION AIR CALCULATIONS FOR THE ADDED GAS
 APPLIANCES. IF COMBUSTION AIR IS MECHANICALLY SUPPLIED
 THROUGH AN HVAC SYSTEM, THE SYSTEM MUST DELIVER THE
 REQUIRED COMBUSTION AIR RATE ABOVE AND BEYOND ANY
 OUTDDOOR AIR RATE SUPPLIED FOR VENTILATION OF THE
 OCCUPIED SPACES. FGC SEC.304.9.3.8)
 8) SHT. P101 - IS THE ICE FLAKER BEING DISCHARGED INTO
 THE GREASY WASTE? WASTES THAT DO NOT REQUIRE TREATMENT
 OR SEPARATION SHALL NOT BE DISCHARGED INTO ANY
 INTERCEPTOR OR SEPARATOR. FPC SEC.1003.2.
 9) SHT. REM 2.1 - INDICATE IF THE WATER HEATERS IN THE
 MEZZANINE AREA ARE NEW OR EXISTING TO REMAIN.
  
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status P Date 2016-10-25 Cont ID  
Sent By eschneid Date 2016-10-25 Time 14:33 Rev Time 0.25
Received By eschneid Date 2016-10-25 Time 11:27 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2016-09-02 Cont ID  
Sent By eschneid Date 2016-09-02 Time 13:40 Rev Time 0.25
Received By eschneid Date 2016-09-02 Time 13:30 Sent To  
Notes
2016-09-02 13:49:55FAILED
  
 1) THE PALM BEACH OUTLETS MANAGEMENT APPROVAL STAMP WAS
 NOT PROVIDED ON THE PLANS.
  
 2) THE MECHANICAL PLANS SHOW NEW HOOD EXHAUST FANS
 (HEF) AND MAKE-UP FANS (HSF) AND OTHER NEW ROOFTOP
 INSTALLATIONS. PROVIDE VERIFICATION THAT THESE NEW FANS
 AND OTHER MECHANICAL EQUIPMENT WILL COMPLY WITH THE
 SCREENING REQUIREMENTS OF THE PALM BEACH OUTLETS DESIGN
 GUIDELINES.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.


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