Plan Review Details - Permit 20100804
Plan Review Stops For Permit 20100804
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2020-11-05 Cont ID  
Sent By cpuell Date 2020-11-05 Time 16:10 Rev Time 0.00
Received By cpuell Date 2020-11-05 Time 16:10 Sent To  
Notes
***NONE***
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Rev No 1 Status F Date 2020-10-21 Cont ID  
Sent By cpuell Date 2020-10-21 Time 10:02 Rev Time 0.00
Received By cpuell Date 2020-10-21 Time 10:02 Sent To  
Notes
2020-10-21 10:02:31PLEASE EMAIL [email protected], WITH A SITE PLAN SHOWING
 THE EXACTLY LOCATION OF THE STORE GREAT GREEK WILL BE
 LOCATED, WHILE I HAVE NO ISSUES WITH 7038 OKEECHOBEE
 BLVD THE ADDRESS IS NOT CURRENTLY IN ANY DATABASE IN
 OUR SYSTEM, I NEED THE SITEPLAN SO I CAN ENTER THE GIS
 COORDINATES AND CREATE THE ADDRESS IN THE CITY'S AND
 COUNTY'S DATABASES.
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status N Date 2020-12-02 Cont ID  
Sent By jwitmer Date 2020-12-02 Time 13:35 Rev Time 0.00
Received By jwitmer Date 2020-12-02 Time 09:59 Sent To  
Notes
2020-12-02 13:35:10THIS PERMIT IS FOR SHELL BUILDING MODIFICATIONS
 ASBESTOS FOR REPORT IS FOR AFTER FIRST TENANT FIT UP.
 J. WITMER
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2020-11-03 Cont ID  
Sent By jwitmer Date 2020-11-03 Time 17:13 Rev Time 0.00
Received By jwitmer Date 2020-11-03 Time 10:57 Sent To  
Notes
2020-11-03 17:12:46COMMERCIAL ASBESTOS
  
 TO THE BUILDING CONTRACTOR:
 PLEASE PROVIDE A SIGNED ACKNOWLEDGEMENT FROM THE
 CONTRACTOR, ON LETTERHEAD, STATING THAT THE
 INSTRUCTIONS ON THE WEBSITE OF ASBESTOS PROGRAM
 COORDINATOR, FLORIDA DEPARTMENT OF HEALTH PALM BEACH
 COUNTY WILL BE FOLLOWED, AND THAT NOTIFICATION WILL BE
 GIVEN TIMELY. ADDITIONAL INFORMATION REGARDING ASBESTOS
 REQUIREMENTS CAN BE FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN PDF
 FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE INCLUDE
 THE PERMIT NUMBER AND "ASBESTOS" IN THE SUBJECT LINE.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2020-12-17 Cont ID  
Sent By jwitmer Date 2020-12-17 Time 11:14 Rev Time 0.00
Received By jwitmer Date 2020-12-17 Time 11:02 Sent To  
Notes
2020-12-17 11:12:29WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20100804
 ADD: 7038 OKEECHOBEE BLVD.
 CONT: ELE8 CONSTRUCTION, INC.
 TEL: 561-430-4870
 E-MAIL: BOB#MWARCHITECTURE.COM
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2ND REVIEW/ 3RD REVIEW
 DATE: WED. DEC. 02ND/2020/ DEC. 17TH/ 2020
 ACTION: BUILDING PASSED
  
 BUILDING PROVISO/ COMPLIED. I?VE SPOKEN TO ELIZABETH
 NERO WITH THE CONTRACTOR ELEV8 CONSTRUCTION ABOUT THE
 PERMIT APPLICATION, DESCRIPTION OF WORK, OK TO CHANGE
 THE DESCRIPTION OF WORK TO: MODIFICATIONS TO SHEEL
 BUILDING FOR TENANT SPACE 7038.
 A-0.1 THE DESIGNER OF RECORD HAS CLARIFIED WHAT WORK IS
 TO BE COMPLETED UNDER THIS PERMIT. HIS SET OF DRAWINGS
 IS STRICTLY TO PROVIDE LANDLORD REQUIRED EQUIPMENT PER
 LANDLORD/ TENANT LEASE AGREEMENT. ADDITIONAL INTERIOR
 IMPROVEMENTS WILL BE UNDER A SEPARATE TENANT
 IMPROVEMENT PERMIT (20100363).
  
 1) BUILDING PROVISO: WELDED OR BOLTED CONNECTIONS (ROOF
 TOP CURBS TO ROOF FRAMING/ BAR JOIST). THE CONTRACTOR
 IS REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS &
 WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF
 INSPECTION FOR FIELD WIELDING, ON THE JOB-SITE
 WIELDING. THIRD PARTY CERTIFICATION WILL BE REQUIRED.
 REPORTS SUBMITTED TO BUILDING INSPECTOR AT TIME OF
 FRAMING INSPECTION.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666.
  
 2) DEFERRED SUBMITTALS: STOREFRONT FRONT DOOR AND DRIVE
 UP WINDOW. 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.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2020-12-02 Cont ID  
Sent By jwitmer Date 2020-12-02 Time 13:31 Rev Time 0.00
Received By jwitmer Date 2020-12-02 Time 10:00 Sent To  
Notes
2020-12-02 13:31:42WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20100804
 ADD: 7038 OKEECHOBEE BLVD.
 CONT: ELE8 CONSTRUCTION, INC.
 TEL: 561-430-4870
 E-MAIL: BOB#MWARCHITECTURE.COM
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2ND REVIEW
 DATE: WED. DEC. 02ND/2020
 ACTION: BUILDING PASSED
  
 BUILDING PROVISO/ COMPLIED. I?VE SPOKEN TO ELIZABETH
 NERO WITH THE CONTRACTOR ELEV8 CONSTRUCTION ABOUT THE
 PERMIT APPLICATION, DESCRIPTION OF WORK, OK TO CHANGE
 THE DESCRIPTION OF WORK TO: MODIFICATIONS TO SHEEL
 BUILDING FOR TENANT SPACE 7038.
 A-0.1 THE DESIGNER OF RECORD HAS CLARIFIED WHAT WORK IS
 TO BE COMPLETED UNDER THIS PERMIT. HIS SET OF DRAWINGS
 IS STRICTLY TO PROVIDE LANDLORD REQUIRED EQUIPMENT PER
 LANDLORD/ TENANT LEASE AGREEMENT. ADDITIONAL INTERIOR
 IMPROVEMENTS WILL BE UNDER A SEPARATE TENANT
 IMPROVEMENT PERMIT (20100363).
  
 1) BUILDING PROVISO: WELDED OR BOLTED CONNECTIONS (ROOF
 TOP CURBS TO ROOF FRAMING/ BAR JOIST). THE CONTRACTOR
 IS REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS &
 WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF
 INSPECTION FOR FIELD WIELDING, ON THE JOB-SITE
 WIELDING. THIRD PARTY CERTIFICATION WILL BE REQUIRED.
 REPORTS SUBMITTED TO BUILDING INSPECTOR AT TIME OF
 FRAMING INSPECTION.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666.
  
 2) DEFERRED SUBMITTALS: STOREFRONT FRONT DOOR AND DRIVE
 UP WINDOW. 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.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2020-11-03 Cont ID  
Sent By jwitmer Date 2020-11-03 Time 17:13 Rev Time 0.00
Received By jwitmer Date 2020-11-03 Time 10:57 Sent To  
Notes
2020-11-03 17:11:35WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20100804
 ADD: 7038 OKEECHOBEE BLVD.
 CONT: ELE8 CONSTRUCTION, INC.
 TEL: 561-430-4870
 E-MAIL: BOB#MWARCHITECTURE.COM
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: TUES. NOV. 03RD/2020
 ACTION: DENIED
  
 1) SHEET A-0.1 LIST THE PROJECT SPECIFIC CODE SUMMARY,
 LISTING A PRIMARY OCCUPANCY MERCANTILE AND SECONDARY
 OCCUPANCY BUSINESS. THIS PERMIT IS FOR A RESTRAINT
 UNTIL A LIFE SAFETY PLAN AND CODE ANALYSIS IS PROVIDED
 A OCCUPANCY TYPE CAN NOT BE DETERMINED? 107.2.1.2.
 2) WITHIN THE SUBMITTED PLANS THERE IS NO LIFE SAFETY
 SHEET FOR EITHER OF THE TENANT SPACES NOR CHAPTER 10
 MEANS OF EGRESS.107.3.5 MINIMUM PLAN REVIEW
 CRITERIA.2017 FLORIDA BUILDING CODE W 2017 WEST PALM
 BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER
 1, ADMINISTRATIVE CODE SECTION:
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS AND
 OR STRUCTURES.
 107.3.5.1 COMMERCIAL BUILDINGS
 107.3.5.1.1. BUILDING
  
 MISSING CODE DATA:
 LIFE SAFETY PLANS SHALL DETERMINE AND SHALL INCLUDE THE
 FOLLOWING:
 WALLS
 FURNITURE LAYOUT
 OCCUPANT LOAD AND EGRESS CAPACITIES
 GROSS OR NET
 DEAD END CORRIDORS
 DOOR SWING
 MEANS OF EGRESS EXIT ACCESS
 EXIT
 EXIT DISCHARGE / HOW MANY REQUIRED/ HOW MANY PROVIDED
  
 3) SHEET A-0.1 INDICATES UNDER THE HEADING OF DEFERRED
 SUBMITTALS DESIGN PRESSURES FOR ALUMINUM STOREFRONT
 DOOR AND A DRIVE THROUGH PICK UP WINDOW. THERE ARE
 DESIGN PRESSURES PROVIDED, BUT THERE IS NO WIND DESIGN
 CRITERIA PROVIDED FOR THE PRESSURES.
 2017 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:
  
 3.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS
 DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1.
  
 3.2. RISK CATEGORY.
  
 3.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE. ASCE 7-10 TABLE 30.3.1.
  
 3.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 3.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED
 BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR
 THE DESIGN OF THE STRUCTURE, PSF.
  
 3.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED
 CONVERSION VULT TO VASD.
  
 4) SHEET CHIPOLTE_7000 MWIENER_7 MODEL (1) IS LOADED
 SIDEWAYS (VERTICALLY) PLEASE CORRECT FOR PLAN REVIEW
 AND RECORD RETENTION. 107.2.1.3. QUALITY OF PLANS. THE
 BUILDING OFFICIAL MAY ESTABLISH THROUGH DEPARTMENT
 POLICY OTHER STANDARDS FOR THE PLANS AND SPECIFICATIONS
 IN ORDER TO PROVIDE CONFORMITY TO ITS RECORD RETENTION
 PROGRAM. THIS POLICY MAY INCLUDE SUCH THINGS AS MINIMUM
 SIZE, SHAPE, CONTRAST, CLARITY, OR OTHER ITEMS RELATED
 TO RECORD MANAGEMENT. ELECTRONIC MEDIA MUST BE
 COMPATIBLE WITH THE ARCHIVE REQUIREMENTS OF FLORIDA
 STATUTES.
  
 5) WITHIN THE SUBMITTED PLANS THERE IS NO LIFE SAFETY
 SHEET OR FLOOR PLAN SHOWING COMPLIANCE WITH INTERIOR
 ENVIRONMENTS 107.3.5 MINIMUM PLAN REVIEW CRITERIA.2017
 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH AMENDMENTS
 TO THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATIVE
 CODE SECTION:
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS AND
 OR STRUCTURES.
 107.3.5.1 COMMERCIAL BUILDINGS
 107.3.5.1.1. BUILDING
 MISSING CODE DATA:
 RESTROOMS. 2017 FBC-B 1210.2.2. WALLS & PARTITIONS.
 THIS COMMENT IS A RESULT OF THE BUILDING OFFICIAL
 INTERPRETATION. IN RESTROOMS EPOXY PAINT IS NO LONGER
 CONSIDERED A SMOOTH HARD, NON-ABSORBENT SURFACE.
 WALLS & PARTITIONS WITHIN SHEET 2 FEET OF SERVICE
 SINKS, URINALS, AND WATER CLOSETS SHALL HAVE A SMOOTH,
 HARD, NON-ABSORBENT SURFACE TO A HEIGHT OF NOT LESS
 THAN 4 FEET ABOVE THE FLOOR, EXCEPT FOR STRUCTURAL
 ELEMENTS, THE MATERIAL USED IN SUCH WALLS SHALL BE OF A
 TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE.
  
 2509.1. WET AREAS. SHOWERS AND PUBLIC TOILET WALLS
 SHALL COMPLY WITH 1210.2.
 1210.2. FINISH MATERIALS. WALLS, BASE, FLOORS AND
 PARTITIONS IN TOILET AND BATHROOMS SHALL COMPLY WITH
 SECTIONS 1210.1 THROUGH 1210.4.
  
 6) WITHIN THE SUBMITTED PLANS THERE IS NO LIFE SAFETY
 SHEET OR FLOOR PLAN SHOWING COMPLIANCE WITH INTERIOR
 ENVIRONMENTS 107.3.5 MINIMUM PLAN REVIEW CRITERIA.2017
 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH AMENDMENTS
 TO THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATIVE
 CODE SECTION:
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS AND
 OR STRUCTURES.
 107.3.5.1 COMMERCIAL BUILDINGS
 107.3.5.1.1. BUILDING
 MISSING CODE DATA:
 ACCESSIBILITY / RESTROOMS
 NO RESTROOM FLOOR PLAN, WALL ELEVATIONS WITH ACCESSIBLE
 ELEMENTS AND DIMENSIONS., 2017 FBC-ACCESSIBILITY CODE
 CHAPTER 6, NO DRINKING FOUNTAIN.
  
 7) WITHIN THE SUBMITTED PLANS THERE IS NO LIFE SAFETY
 SHEET OR FLOOR PLAN SHOWING COMPLIANCE WITH INTERIOR
 ENVIRONMENTS 107.3.5 MINIMUM PLAN REVIEW CRITERIA.2017
 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH AMENDMENTS
 TO THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATIVE
 CODE SECTION:
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS AND
 OR STRUCTURES.
 107.3.5.1 COMMERCIAL BUILDINGS
 107.3.5.1.1. BUILDING
 MISSING CODE DATA:
 ACCESSIBILITY FOOD SERVING ESTABLISHMENTS.
 ACCESSIBILITY CODE/ DINING SURFACES.
 THE LIFE SAFETY SHEET DOES NOT SHOW COMPLIANCE WITH THE
 2017 FBC-ACCESSIBILITY CODE;
 7A) 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.
  
 7B) 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.
  
 7C) 206.2.5 206.2.5 RESTAURANTS AND CAFETERIAS. IN
 RESTAURANTS AND CAFETERIAS, AN ACCESSIBLE ROUTE SHALL
 BE PROVIDED TO ALL DINING AREAS, INCLUDING RAISED OR
 SUNKEN DINING AREAS, AND OUTDOOR SEASONAL DINING AREAS.
  
 7D) 902.1. DINING SURFACES AND WORK SURFACES SHALL
 COMPLY WITH 902.2 AND 902.3. ADVISORY 902.1 GENERAL.
 DINING SURFACES INCLUDE, BUT ARE NOT LIMITED TO, BARS,
 TABLES, LUNCH COUNTERS, AND BOOTHS. EXAMPLES OF WORK
 SURFACES INCLUDE CHECK WRITING SURFACES.
  
 7D)(1) 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.
  
 7D)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND
 WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 8) BOTH SHEET A-2.20 AND M1 INDICATE THERE IS TO BE
 ADDITIONAL ROOF WORK REQUIRING ROOF TOP CURBS FOR
 INTAKE AND EXHAUST AS WELL AS NEW ROOF TOP RTU UNITS.
 THE IS A GENERIC ROOF TOP CURB DETAIL, BUT THE DETAIL
 IS LACKING INFORMATION AS TO THE ADDITIONAL STEEL ANGLE
 USED TO STRENGTHEN THE LOAD BETWEEN BAR JOIST. THE PLAN
 DOES NOT INDICATE THE TYPE OF WELDS FOR THE INFILL
 STEEL ANGLES, NOR DOES THE PLAN PROVIDE HOW TO
 STRENGTHEN THE BAR JOIST FOR THE ADDITIONAL POINT
 LOADING PLEASE ALSO NOTE SHEET M1 DETAIL 2 DOES HAVE A
 NOTE PROVIDE AND INSTALL WIND LOADING CLIPS PER
 STRUCTURAL ENGINEER.
 SYSTEMS SHALL WITHSTAND WIND LOADING FORCES AS REQUIRED
 BY LOCAL CODES. REFER TO STRUCTURAL PLANS BY OTHER FOR
 STRUCTURAL DETAILS.
 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE
 CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND
 DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS,
 VENTING, FASTENING REQUIREMENTS, FLASHING REQUIREMENTS
 AND WIND RESISTANCE RATING THAT ARE REQUIRED TO BE
 INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL
 INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR
 THE SPECIFIC SITE.
  
 2017 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.
 FBC-B-1609.6.4.4.1 COMPONENTS AND CLADDING. WIND
 PRESSURE FOR EACH COMPONENT OR CLADDING ELEMENT IS TO
 BE DESIGNED FOR WIND PRESSURES COMPONENTS AND
 ATTACHMENTS.
  
 LATERAL FORCE-RESISTING SYSTEM
 FOR ALL ROOF TOP EQUIPMENT, CURBS, FANS OR A/C STANDS,
 AND OR VENTS, DETAILED ATTACHMENT TO THE ROOF FRAMING &
 DECK AS WELL AS FROM THE CURB OR ROOF STAND TO THE
 EQUIPMENT ABOVE.
  
 2017 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.
  
 9) WELDED OR BOLTED CONNECTIONS (ROOF TOP CURBS TO ROOF
 FRAMING/ BAR JOIST). THE CONTRACTOR IS REQUIRED TO
 PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER OPERATOR
 PERFORMANCE QUALIFICATION RECORDS IN ACCORDANCE WITH
 THE REFERENCED STANDARDS AT TIME OF INSPECTION FOR
 FIELD WIELDING, ON THE JOB-SITE WIELDING. THIRD PARTY
 CERTIFICATION WILL BE REQUIRED. REPORTS SUBMITTED TO
 BUILDING INSPECTOR AT TIME OF FRAMING INSPECTION.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT
 561-805-6666.
  
 10) DEFERRED SUBMITTALS: STOREFRONT FRONT DOOR AND
 DRIVE UP WINDOW. 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.
  
  
 11) 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.
  
  
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT
 REVIEW CYCLE.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
2020-11-03 10:58:57IN REVIEW/ JW/ 11/03
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2020-12-04 Cont ID  
Sent By equinone Date 2020-12-04 Time 10:07 Rev Time 0.00
Received By equinone Date 2020-12-04 Time 10:07 Sent To  
Notes
2020-12-04 10:08:37SEE SIGNATURE COMMENTS
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2020-11-06 Cont ID  
Sent By equinone Date 2020-11-06 Time 09:45 Rev Time 0.00
Received By equinone Date 2020-11-06 Time 08:45 Sent To  
Notes
2020-11-06 09:45:56CODES IN EFFECT
 CODES 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: FAILED, SEE COMMENTS BELOW.
  
 1) SCOPE OF WORK IS NOT CLEAR. SHEET A-1 20.30 DS
 INDICATES THAT BAY 3, BAY 2 AND BAY 1B ARE NOT UNDER
 THIS PERMIT AND BAY 1A AS A FUTURE RESTAURANT. HOWEVER,
 ELECTRICAL SHEET E1 DOES NOT SHOW ANY ELECTRICAL WORK
 FOR BAY 1A.
 2) ELECTRICAL SHEETS E1 AND E2 ARE INCOMPLETE AND IT IS
 NOT CLEAR WHAT ELECTRICAL WORK IS BEING DONE.
 ELECTRICAL PANEL 1A DOES NOT HAVE ANY INFORMATION.
 LIGHTING AND POWER PLANS FOR BAY 1A ARE MISSING. SUBMIT
 COMPLETE ELECTRICAL DRAWINGS FOR WORK BEING DONE.
 3) SUBMIT LOAD CALCULATIONS FOR ANY PANELS (NEW OR
 MODIFIED) THAT ARE PART OF THE ELECTRICAL SCOPE.
 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.
  
 SINCERELY,
  
 ENRIQUE QUINONEZ
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date   Cont ID  
Sent By   Date 2020-12-03 Time   Rev Time 0.00
Received By bdolan Date 2020-12-03 Time 09:07 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2020-11-03 Cont ID  
Sent By pleduc Date 2020-11-03 Time   Rev Time 0.00
Received By pleduc Date 2020-11-03 Time 15:12 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 3 Status N Date 2020-12-18 Cont ID  
Sent By lcrespo Date 2020-12-18 Time 12:51 Rev Time 0.00
Received By lcrespo Date 2020-12-18 Time 09:46 Sent To  
Notes
2020-12-18 12:55:51LP GAS PLAN REVIEW, A GAS PLAN HAS NOT BEEN INCLUDED IN
 THIS SUBMITTAL PACKAGE. A GAS PLAN REVIEW HAS NOT BEEN
 PERFORMED AT THIS TIME. A SEPARATE GAS PERMIT AND PLANS
 WILL BE REQUIRED FOR A CONTRACTOR TO PERFORM THE
 RELATED WORK. PROVIDE COMPLETE PLANS AND GAS RISER THAT
 REFLECTS THE ENTIRE SCOPE OF GAS WORK TO BE DONE PER
 THE WPB AMENDMENTS TO FBC SEC. 107.2.1.
  
 A LICENSED CONTRACTOR MUST REQUIRE A SUB GAS PERMIT FOR
 THE SCOPE OF WORK PER THE WPB AMENDMENTS TO THE FBC
 SEC. 105.1.
  
 PER THE CONVERSATION WITH OWNER AND ARCHITECT A
 SEPARATE REVIEW AND APPLICATION WILL BE SUBMITTED.
  
Review Stop G GAS REVIEW
Rev No 2 Status F Date 2020-12-14 Cont ID  
Sent By tklarge Date 2020-12-14 Time 18:20 Rev Time 0.00
Received By lcrespo Date 2020-12-14 Time 16:53 Sent To  
Notes
2020-12-14 18:21:2612/14/20 2ND LP GAS REVIEW**DENIED** WITH COMMENTS
  
 NOTE - A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS
 TIME, AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE
 GENERATED UPON THE RE-REVIEW OF SUBMITTED CORRECTIONS.
  
 1. THE SIZING TABLES SUBMITTED REFER TO THE GAS CODE
 2018 AND WE ARE IN 2017. THERE IS NO SIZING TABLE
 REFERENCED ON THE PLAN FOR THE PE PIPE FROM THE LP TANK
 TO THE STRUCTURE.
  
 2. THERE ARE NO PLANS OR DOCUMENTS ON RECORD THAT FOR
 THIS LP TANK INSTALLATION. HOWEVER, A PERMIT WAS
 ISSUED, AND INSPECTIONS WERE DONE ON THIS LP TANK.
 STILL, THAT ONE WAS FOR THE STAND-ALONE BUILDING, THE
 CHIPOTLE RESTAURANT; A SEPARATE PERMIT AND INSPECTION
 WILL NEED TO BE DONE FOR THIS BUILDING PER THE WPB
 AMENDMENTS TO THE FBC SEC. 105.1.
  
 3. THE SECOND REQUEST PLEASE SUBMIT COMPLETE
 SPECIFICATIONS AND INSTALLATION DETAILS FOR THE
 INSTALLATION OF THE LP TANK. THE INFORMATION ON THIS
 PERMIT IS FROM PERMIT 19081537, AND IT CAN NOT BE USED
 PER THE WPB AMENDMENTS TO THE FBC SEC. 107.2.1
 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 4. THE SECOND REQUEST, SUBMIT THE 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. THE SECOND REQUEST, PLEASE SHOW THE DEPTH OF THE LP
 GAS CONTAINER BELOW GRADE. COMPLY WITH NFPA 58 SEC.
 6.6.6.1.
  
 6. THE SECOND REQUEST, PLEASE 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.
  
 7. THE SECOND REQUEST, PLEASE PROVIDE 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) & A NUMBER OF MAGNESIUM
 BAG(S), SIZE & TYPE OF ANODE CABLE. NFPA 58 SEC.
 6.17.3.
  
 8. THE TANK IS IN A PARKING LOT; PLEASE PROVIDE WHICH
 COVER, AND THE MANUFACTURER'S SPECIFICATION USED TO
 PROTECT THE TANK IN THE LOCATION, PROVIDED WITH
 VEHICULAR BARRIER PROTECTION FOR THE CONTAINERS FITTING
 HOUSING, HOUSING COVER PER THE NFPA 58-14 SEC. 6.6.6.1
 (C).
  
 9. WHERE CONNECTED TO RIGID PIPING, A UNION SHALL BE
 INSTALLED WITHIN ONE (1) FOOT OF EITHER SIDE OF THE MP
 REGULATOR PER THE 2017 FBC-FUEL GAS SEC. 410.2 (7).
  
 10. THE SECOND REQUEST INDICATES THE PLAN IF THE LP
 TANK IS ABOVE GROUND OR BELOW GROUND AND SHOWS THE
 METHOD OF MANDATORY 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). IF
 ABOVE GROUND, THE TANK SHALL BE SECURELY ANCHORED TO
 WITHSTAND 170 MPH ULT WIND LOAD PER THE FLORIDA
 BUILDING CODE.
  
 WHEN RESUBMITTING PLANS, PLEASE INDICATE THE REVISION &
 REMOVE ANY VOIDED SHEETS & REPLACE ANY NECESSARY PAGES.
 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.
  
 HTTPS://CODES.ICCSAFE.ORG/CODES/FLORIDA
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2020-11-13 Cont ID  
Sent By tklarge Date 2020-11-13 Time 09:37 Rev Time 0.00
Received By tklarge Date 2020-11-03 Time 17:24 Sent To  
Notes
2020-11-13 09:26:151) ) SUBMIT TWO COPIES OF THE APPLICABLE SIZING TABLES
 USED TO SIZE THE GAS SYSTEM OR PLACE A NOTE ON THE
 PLANS/DRAWINGS SPECIFYING WHICH SIZING TABLE(S) FROM
 THE GAS CODE OR OTHER STANDARD THAT WERE USED IN THE
 DESIGN OF THIS GAS SYSTEM. REFER TO THE 2017 FBC-FUEL
 GAS SECS. 401.4, 401.8, 402.3, AND TABLES 402.4 (1)
 THRU 402.4 (37) OR 2017 FBC-RES. SEC. G2413.3, G2412.8,
 G2413.1, G2413.2, & G2413.3. NOTE: THERE IS NO SIZING
 TABLE REFERENCED ON THE PLAN FOR THE PE PIPE FROM THE
 LP TANK TO THE STRUCTURE.
 2) SUBMIT A CPPY OF THE SITE/CIVIL PLAN THAT SHOWS THE
 LOCATION OF THE "EXISTING LP TANK." NOTE: THERE WAS
 NEVER A GAS PLAN REVIEW DONE ON THE PERMIT FOR THE LP
 TANK. IN ADDITION, THERE ARE NO PLANS OR DOCUMENTS ON
 RECORD THAT I COULD FIND FOR THIS LP TANK INSTALLATION
 ALTHOUGH A PERMIT WAS ISSUED AND INSPECTIONS WERE DONE
 ON THIS LP TANK.
 3) SUBMIT COMPLETE SPECIFICATIONS AND INSTALLATION
 DETAILS FOR THE INSTALLAION OF THE LP TANK.
 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, 2017 FBC-RES. SEC. G2421.1.
 5) SHOW THE DEPTH OF THE LP GAS CONTAINER BELOW GRADE.
 COMPLY WITH NFPA 58 SEC. 6.6.6.1.
 6) 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.
 7) 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. NFPA
 58 SEC. 6.17.3.
 8) ) 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).
 9) WHERE CONNECTED TO RIGID PIPING, A UNION SHALL BE
 INSTALLED WITHIN ONE (1) FOOT OF EITHER SIDE OF THE MP
 REGULATOR. 2017 FBC-RESIDENTIAL SEC. G2421.2 (7), 2017
 FBC-FUEL GAS SEC. 410.2 (7).
 10) CLEARLY SHOW THE LOCATION AND CAPACITY OF LP
 TANK(S), 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.
 11) CLEARLY INDICATE ON THE PLAN IF THE LP TANK IS
 ABOVE GROUND OR BELOW GROUND AND 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). IF ABOVE GROUND,
 THE TANK SHALL BE SECURELY ANCHORED TO WITHSTAND 170
 MPH ULT WIND LOAD PER THE FLORIDA BUILDING CODE.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2020-12-18 Cont ID  
Sent By lcrespo Date 2020-12-18 Time 12:50 Rev Time 0.00
Received By lcrespo Date 2020-12-16 Time 15:04 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2020-12-14 Cont ID  
Sent By lcrespo Date 2020-12-14 Time 18:27 Rev Time 0.00
Received By lcrespo Date 2020-11-30 Time 12:30 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-11-13 Cont ID  
Sent By lmarchan Date 2020-11-13 Time 09:51 Rev Time 0.00
Received By lmarchan Date 2020-10-30 Time 10:44 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-10-21 Cont ID  
Sent By lmarchan Date 2020-10-21 Time 14:15 Rev Time 0.00
Received By lmarchan Date 2020-10-21 Time 06:49 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2020-12-05 Cont ID  
Sent By medwards Date 2020-12-05 Time 07:26 Rev Time 0.00
Received By medwards Date 2020-12-05 Time 07:17 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2020-11-03 Cont ID  
Sent By medwards Date 2020-11-03 Time 11:22 Rev Time 0.00
Received By medwards Date 2020-11-03 Time 11:22 Sent To  
Notes
2020-11-03 11:23:411ST REVIEW FBC-2017 MECHANICAL
 PERMIT-20100804
  
 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
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING 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) PLEASE PROVIDE A SCOPE OF WORK FOR THIS PERMIT. THE
 APPLICATION INDICATES THIS PERMIT IS FOR AN INTERIOR
 BUILD OUT. THE A SHEETS INDICATE A FUTURE RESTAURANT.
 THE M SHEETS INDICATE RTU#1 (7.5 TON UNIT) AND RTU#2
 (10 TONS UNIT) BUT DOES NOT SHOW ANY DUCT WORK. THERE
 IS NO ENERGY CALCULATIONS OR EQUIPMENT SIZING
 CALCULATIONS SUBMITTED WITH THIS PACKAGE. FBC 107.2;
 FBC EC C403.2.1
  
  
 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 OLD
 SHEETS FROM THE PLAN SETS, BIND THEM TOGETHER
 SEPARATELY AND MARK VOID OR OLD ON THEM. PLEASE RETAIN
 THEM FOR REFERENCE WITH THE NEW SUBMITTED PLANS. THIS
 PROCESS WILL ALSO APPLY TO ANY DOCUMENTS SUCH AS
 PRODUCT APPROVALS OR CALCULATIONS BEING REPLACED OR
 UPDATED.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2020-12-18 Cont ID  
Sent By lcrespo Date 2020-12-18 Time 12:50 Rev Time 0.00
Received By lcrespo Date 2020-12-18 Time 09:47 Sent To  
Notes
2020-12-18 12:57:1912/18/20 REVIEWED FOR CODE COMPLIANCE (PLUMBING)
  
 BY REVIEWING THE PLANS / SPECIFICATIONS FOR CODE
 COMPLIANCE DOES NOT RELIEVE THE OWNER, DESIGN
 PROFESSIONAL, CONTRACTORS, OR THEIR REPRESENTATIVES
 FROM THE RESPONSIBILITY TO COMPLY WITH ALL LOCAL,
 STATE, AND NATIONAL CODES AND STANDARDS IN EFFECT AT
 THE TIME OF PERMIT ISSUANCE. OUR REVIEW IS NOT A CHECK
 OF EVERY ITEM AND DOES NOT PREVENT THIS DEPARTMENT FROM
 REQUIRING CORRECTIONS DURING CONSTRUCTION. ANY CHANGES
 / ALTERATIONS TO APPROVED PLANS SHALL BE APPROVED TO
 AVOID VOIDING OF THE PERMIT.
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2020-12-14 Cont ID  
Sent By tklarge Date 2020-12-14 Time 18:27 Rev Time 0.00
Received By lcrespo Date 2020-12-14 Time 18:27 Sent To  
Notes
2020-12-14 18:27:3612/14/20 2ND PLUMBING GAS REVIEW**DENIED** WITH
 COMMENTS
  
 NOTE - A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS
 TIME, AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE
 GENERATED UPON THE RE-REVIEW OF SUBMITTED CORRECTIONS.
  
 SECOND REQUEST PER ALL ITEMS BELOW AS FOLLOW;
 PLEASE INCORPORATE THE ISOMETRIC DRAWING OF THE
 PLUMBING SANITARY AND HEATER DETAILS ON A PAGE AND
 LABEL P-1 PER THE WPB AMENDMENTS TO THE FBC SEC.107.2.1
 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 1) SHT. A-1 - SHOWS THE SQUARE FOOTAGE OF THIS SPACE AS
 2000 SQUARE FEET WITH 45 OCCUPANTS BUT PERMIT
 APPLICATION # 20100363, THE TENANT IMPROVEMENT FOR THIS
 SPACE SHOWS 1846 SQUARE FEET WITH 64 OCUPANTS THE
 ORIGINAL SHELL PLAN PERMIT # 19090177 SHOWS 1383 SQUARE
 FEET FOR THIS SAME SPACE. PROVIDE THE CORRECT SQUARE
 FOOTAGE ON THE PLANS. WPB AMEND. TO FBC SEC.
 107.3.5.1.1 (7).
  
 2) THERE IS A PLAN IN THIS SUBMITTAL FOR A CHIPOTLE
 RESTAURANT. THE CHIPOTLE RESTAURANT IS LOCATED IN A
 DIFFERENT BUILDING ON THIS SITE AND DOES NOT APPLY TO
 THIS PERMIT APPLICATION. REMOVE THIS DOCUMENT FROM THE
 PLANS.
  
 3) CLARIFY THE ENTIRE SCOPE OF WORK TO BE DONE UNDER
 THIS PERMIT. THE APPLICATION STATES THE DESCRIPTION OF
 WORK AS AN INTERIOR BUILDOUT, BUT THE ARCHITECTURAL
 SHEETS NOTE A FUTURE RESTAURANT. CLARIFY.
  
 4) THIS PLAN SHOWS THE SPACE'S ADDRESS AS 7038
 OKEECHOBEE BLVD. HOWEVER, PERMIT APPLICATION # 20100363
 INDICATES THE ADDRESS FOR THIS SAME SPACE AS 7000
 OKEECHOBEE BLVD. PROVIDE THE CORRECT ADDRESS FOR THIS
 SPACE.WPB AMEND. TO FBC SEC. 107.2.1.
  
 WHEN RESUBMITTING PLANS, PLEASE INDICATE THE REVISION &
 REMOVE ANY VOIDED SHEETS & REPLACE ANY NECESSARY PAGES.
 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.
  
 HTTPS://CODES.ICCSAFE.ORG/CODES/FLORIDA
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2020-11-13 Cont ID  
Sent By tklarge Date 2020-11-13 Time 09:17 Rev Time 0.00
Received By tklarge Date 2020-11-05 Time 08:59 Sent To  
Notes
2020-11-13 08:47:291) SHT. A-1 - SHOWS THE SQUARE FOOTAGE OF THIS SPACE AS
 2000 SQUARE FEET WITH 45 OCCUPANTS BUT PERMIT
 APPLICATION # 20100363 WHICH IS THE TENANT IMPROVEMENT
 FOR THIS SPACE SHOWS 1846 SQUARE FEET WITH 64 OCUPANTS
 AND THE ORIGINAL SHELL PLAN PERMIT # 19090177 SHOWS
 1383 SQUARE FEET FOR THIS SAME SPACE. PROVIDE THE
 CORRECT SQUARE FOOTAGE ON THE PLANS. WPB AMEND. TO FBC
 SEC. 107.3.5.1.1 (7).
 2) THERE IS A PLAN IN THIS SUBMITTAL FOR A CHIPOTLE
 RESTAURANT. THE CHIPOTLE RESTAURANT IS LOCATED IN A
 DIFFERENT BUILDING ON THIS SITE AND IS NOT APPLICABLE
 TO THIS PERMIT APPLICATION. REMOVE THIS DOCUMENT FROM
 THE PLANS.
 3) CLARIFY THE ENTIRE SCOPE OF WORK TO BE DONE UNDER
 THIS PERMIT. THE APPLICATION STATES THE DESCRIPTION OF
 WORK AS AN INTERIOR BUILDOUT BUT THE ARCHITETURAL
 SHEETS NOTE A FUTURE RESTAURANT. CLARIFY.
 4) THIS PLAN SHOWS THE ADDRESS OF THE SPACE AS 7038
 OKEECHOBEE BLVD. BUT PERMIT APPLICATION # 20100363
 SHOWS THE ADDRESS FOR THIS SAME SPACE AS 7000
 OKEECHOBEE BLVD.PROVIDE THE CORRECT ADDRESS FOR THIS
 SPACE.WPB AMEND. TO FBC SEC. 107.2.1.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2020-12-18 Cont ID  
Sent By lcrespo Date 2020-12-18 Time 12:50 Rev Time 0.00
Received By lcrespo Date 2020-12-18 Time 12:50 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2020-12-05 Cont ID  
Sent By medwards Date 2020-12-05 Time 07:35 Rev Time 0.00
Received By medwards Date 2020-12-05 Time 07:34 Sent To  
Notes
2020-12-05 07:37:52SHEET SP1 APPEARS TO BE A COPY OF A DIGITAL SIGNATURE.
 PLEASE PROVIDE AN ORIGINAL DIGITALLY SIGNED AND SEALED
 DRAWING FROM THE ENGINEER WITH THE THIRD PARTY
 VERIFICATION.
  
 PER THE WPB AMENDMENTS TO THE FBC, EACH SHEET OF PLAN
 (INCLUDING THE SUPPORTING DOCUMENTS) 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. PROVIDE
 CORRECTION. ALTERNATIVELY, A SIGNED/SEALED PAPER SET
 MAY BE SUPPLIED TO THE BUILDING DEPARTMENT WHEN ALL
 TRADES ARE APPROVED. WPB FBC 107.1; FS 471/481
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2020-11-03 Cont ID  
Sent By medwards Date 2020-11-03 Time 11:30 Rev Time 0.00
Received By medwards Date 2020-11-03 Time 11:30 Sent To  
Notes
2020-11-03 11:32:38THE CONSULTING ENGINEER TODD W. CAREY CAN NOT SELF
 CERTIFY HIS DIGITAL SIGNATURE AND SEAL, THESE MUST BE
 THIRD PARTY CERTIFIED.
  
 PER THE WPB AMENDMENTS TO THE FBC, EACH SHEET OF PLAN
 (INCLUDING THE SUPPORTING DOCUMENTS) 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. PROVIDE
 CORRECTION. ALTERNATIVELY, A SIGNED/SEALED PAPER SET
 MAY BE SUPPLIED TO THE BUILDING DEPARTMENT WHEN ALL
 TRADES ARE APPROVED. WPB FBC 107.1; FS 471/481
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
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