Plan Review Details - Permit 19020380
Plan Review Stops For Permit 19020380
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Rev No 2 Status P Date 2019-07-17 Cont ID  
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***NONE***
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Rev No 1 Status F Date 2019-03-22 Cont ID  
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2019-03-22 15:50:36FOR ADDRESSING, PLEASE CONTACT (PREFERABLY VIA EMAIL):
  
 MICHAEL ORIO
 GIS SUPPORT SPECIALIST
 [email protected]
 CITY OF WEST PALM BEACH
 INFORMATION TECHNOLOGY DEPARTMENT
 401 CLEMATIS STREET, WEST PALM BEACH, FLORIDA 33401
 P: 561.494.1080
  
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Rev No 1 Status P Date 2020-05-12 Cont ID  
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2020-05-12 14:02:22PASSED PER EMAIL FROM SYBILLE WELTER 5/12/20
  
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Rev No 5 Status P Date 2019-11-14 Cont ID  
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Rev No 3 Status P Date 2019-08-16 Cont ID  
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Rev No 2 Status P Date 2019-07-17 Cont ID  
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2019-07-17 11:37:13 
 PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
  
 2ND BUILDING REVIEW APPROVED WITH PROVISOS:
  
 1. THE CONTRACTORS NEED TO BE DETERMINED FOR THIS
 PERMIT APPLICATION, DEMOLITION APPLICATION, AND ALL
 OTHER RELATED PERMIT APPLICATIONS.
  
 2. - 5. PLEASE PROVIDE: ALL DIGITALLY SUBMITTED
 DOCUMENTATION, INCLUDING PLANS, CALCULATIONS, AND
 SPECIFICATIONS NEED TO BE DIGITALLY SIGNED AND SEALED;
 SEE SIGNATURES STOP.
  
 6A. SEPERATE PERMITS ARE REQUIRED TO BE OBTAINED FOR
 DEMOLITION, DUMPSTER ENCLOSURE, CANOPY STRUCTURE,
 UNDERGROUND TANKS, ASSOCIATED PIPING, PUMPS, AND
 VENTING. WITHIN THE UNDERGROUND TANK PERMIT PROVIDE THE
 PALM BEACH COUNTY ERM APPROVAL.
  
 6B. PROVIDE A STANDARD CONSTRUCTION SCHEDULE SHOWING
 THE CANOPY FOOTINGS WILL NOT BE INSTALLED UNTIL AFTER
 THE TANK PIT IS BACK-FILLED.
  
 7. - 16. PLEASE PROVIDE: ALL DIGITALLY SUBMITTED
 DOCUMENTATION INCLUDING PLANS AND SPECIFICATIONS NEEDS
 TO BE DIGITALLY SIGNED AND SEALED; SEE SIGNATURES STOP.
  
 17. - 21. ALL SUBMITTED AND DEFERRED SUBMITTALS
 INCLUDING PRODUCT APPROVALS SHALL BE SUBMITTED TO THE
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL
 REVIEW THEM AND FORWARD THEM TO 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. DEFERRAL OF
 ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR APPROVAL OF
 THE BUILDING OFFICIAL. THE DEFERRED SUBMITTAL ITEMS
 SHALL NOT BE INSTALLED UNTIL THE DEFERRED SUBMITTAL
 DOCUMENTS HAVE
 BEEN APPROVED BY 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.
  
 22. PLEASE PROVIDE ROOFING SUB-PERMIT PRIOR TO ROOF
 WORK.
  
 23. PLEASE BE ADVISED THAT REGARDING THE STRUCTURAL
 STEEL CONNECTIONS (WELDING & BOLTING) A THIRD PARTY
 ENGINEER IS TO COMPLETE THE INSPECTIONS AND AT TIME OF
 INSPECTION PROVIDE FROM CONTRACTOR THE WELD PROCEDURE
 SPECIFICATION AND WELDER PERFORMANCE QUALIFICATION
 RECORDS.
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2019-03-06 Cont ID  
Sent By jwitmer Date 2019-03-06 Time 10:35 Rev Time 0.00
Received By jwitmer Date 2019-03-04 Time 09:21 Sent To  
Notes
2019-03-06 10:34:492017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19020380
 ADD: 2970 N MILITARY TRAIL / CONVENIENCE STORE /
 ANNEXATION IN PROGRESS
 CONT: TBD / TO BE DETERMINED
 TEL: ???????????????
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: TUES. MARCH 5/ 2019
 ACTION: DENIED
  
 1) THIS PERMIT APPLICATION FOR ACONVENIENCE STORE &
 DUMPSTER ENCLOSURE IS FOR A PROPERTY BEING ANNEXED INTO
 THE CITY OF WEST PALM BEACH. NO PERMIT CAN BE ISSUED
 UNTIL THIS PROCESS IS COMPLETE. THE OTHER ISSUE IS A
 CONTRACTOR WILL NEED TO SIGN ON AS THE CONTRACTOR OF
 RECORD FOR THE REMOVAL OF THIS BUILDING. 2017 FLORIDA
 BUILDING CODE W 2017 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION 105.1
 REQUIRED.
  
 2) STRUCTURAL CALCULATIONS BY JOHN N. KABAK P. E.
 APPEARS TO BE A SCANNED IN PAPER DOCUMENT, NO
 ELECTRONIC SIGNATURE.
 FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A
 SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE
 OF THE LICENSEE?S SIGNATURE SHALL NOT BE USED ON
 ELECTRONICALLY SIGNED AND SEALED ENGINEERING PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
  
 3) ENERGY CALCULATIONS BY COM-CHECK ON THE 2ND PAGE THE
 ARCHITECTS SIGNATURE AND SEAL (MARK SALOPEK) IS NOT AN
 ELECTRONIC SIGNATURE.
 FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A
 SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE
 OF THE LICENSEE?S SIGNATURE SHALL NOT BE USED ON
 ELECTRONICALLY SIGNED AND SEALED ENGINEERING PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
  
 4) THE SURFACE WATER MANAGEMENT REPORT DOES NOT STATE
 THAT THEY ARE AN ENGINEERING FIRM, NOR IS THERE A INDEX
 STATING OF WHAT PORTION A PARTICULAR ENGINEER WAS IN
 CONTROL OVER.
 61G15-23.002(2)(B) FL. ADMIN. CODE. A COVER SHEET WITH
 LISTED PAGES OR INDEX SHEET FOR ENGINEERING
 SPECIFICATIONS MAY BE USED AND THAT SHEET MUST BE
 SIGNED IN RESPONSIBLE CHARGE OF THE PRODUCTION &
 PREPARATION OF EACH SECTION OF THE ENGINEERING
 SPECIFICATION WITH SUFFICIENT INFORMATION ON THE COVER
 SHEET OR INDEX LISTING HOW MANY PAGES ARE COVERED UNDER
 THE COVER SHEET OR INDEX SHEET.
  
 5) IT WOULD APPEAR THAT THE COMPLETE SET OF 134 SHEETS
 ENCOMPASSING THE SUBMITTED PLANS ARE EITHER COPIES, OR
 JUST NOT ELECTRONICALLY SIGNED AND SEALED.
 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING
 ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS,
 REPORTS OR OTHER DOCUMENTS.
  
 FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A
 SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE
 OF THE LICENSEE?S SIGNATURE SHALL NOT BE USED ON
 ELECTRONICALLY SIGNED AND SEALED ENGINEERING PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
  
 6A) PLEASE REMOVE THE SHEETS THAT ARE UNDER DIFFERENT
 PERMITS, DEMO SHEETS, DUMPSTER ENCLOSURE, CANOPY SHEETS
 AND THE UNDERGROUND TANKS AND ASSOCIATED PIPING AND
 ASSOCIATED PUMPS AND VENTING. PLEASE ALSO NOTE THAT AS
 OF THIS DATE NO PERMIT HAS BEEN APPLIED FOR THE
 UNDERGROUND TANKS. THIS PERMIT TO BE ISSUED MUST ALSO
 HAVE PALM BEACH COUNTY ERM APPROVAL.
  
 6B) PLEASE ALSO INCLUDE THE SEQUENCE OR SCHEDULING OF
 THE CANOPY FOUNDATION AND UNDERGROUND TANK INSTALLATION
 BECAUSE OF THE DEPTH OF THE TANKS UNDERGROUND AND THE
 CLOSENESS TO THE CANOPY FOUNDATIONS. SHOW HOW
 COMPLIANCE WITH SECTION EXCAVATION NEAR FOUNDATIONS
 WILL BE COMPLIED WITH.
 THIS IS CRUCIAL SINCE THERE MAYBE 2 DIFFERENT
 CONTRACTORS INVOLVED, A BUILDING OR GENERAL CONTRACTOR
 FOR THE CANOPY AND A POLLUTANT STORAGE SYSTEM
 CONTRACTOR FOR THE UNDERGROUND TANKS, AND UNDERGROUND
 PIPING ASSOCIATED WITH THIS INSTALLATION.
 2017 FBC-B 1803.5.7 EXCAVATION NEAR FOUNDATIONS. WHERE
 EXCAVATION WILL REDUCE SUPPORT FROM ANY FOUNDATION, A
 REGISTERED DESIGN PROFESSIONAL SHALL PREPARE AN
 ASSESSMENT OF THE STRUCTURE AS DETERMINED FROM
 EXAMINATION OF THE STRUCTURE, THE REVIEW OF AVAILABLE
 DESIGN DOCUMENTS AND, IF NECESSARY, EXCAVATION OF TEST
 PITS. THE REGISTERED DESIGN PROFESSIONAL SHALL
 DETERMINE THE REQUIREMENTS FOR UNDERPINNING AND
 PROTECTION AND PREPARE SITE-SPECIFIC PLANS, DETAILS AND
 SEQUENCE OF WORK FOR SUBMISSION. SUCH SUPPORT SHALL BE
 PROVIDED BY UNDERPINNING, SHEETING AND BRACING, OR BY
 OTHER MEANS ACCEPTABLE TO THE BUILDING OFFICIAL.
  
 7) SHEET 050A001 ACCESSIBILITY DETAILS ALL USE THE 2010
 ADA AS REFERENCE, PLEASE UPDATE THE PLANS TO THE 2017
 FLORIDA ACCESSIBILITY CODE WHICH IS BLESSED BY THE
 DEPARTMENT OF JUSTICE SINCE IT IS MORE RESTRICTIVE THAN
 THE 2010 ADA. 2017 FBC-ACCESSIBILITY CODE 101 PURPOSE.
  
 8) SHEET 050A001 ACCESSIBILITY DETAIL FIGURE 502.2 DOES
 NOT REFLECT THE STRIPPING DETAIL FOR THE CITY OF WEST
 PALM BEACH. THE 2017 ACCESSIBILITY CODE THE SECTION FOR
 MARKING 502.3.3 AND ADVISORY STATES THAT THE METHOD AND
 COLOR OF MARKING ARE NOT SPECIFIED BY THESE
 REQUIREMENTS BUT MAY BE ADDRESSED BY STATE OR LOCAL
 LAWS OR REGULATIONS.
 PLEASE REFER TO THE WEST PALM BEACH MUNI CODE ARTICLE
 XV PARKING, 94-485 STALL PAINTING DETAILS.
  
 9) SHEET 050A001 ACCESSIBLE PARKING: NOTE F REFERS TO
 THE REQUIREMENT FOR SIGNAGE, PLEASE REFER TO FLORIDA
 STATUTE 553.5041 FOR ACCESSIBLE PARKING SIGN AND THE
 SIGN COLOR AND DESIGN APPROVED BY THE DEPARTMENT OF
 TRANSPORTATION (ACCESS. CODE 502.6.1.)
  
 10) SHEET 050A001 DETAIL 8. PLEASE REFER TO THE 2017
 FBC-ACCESSIBILITY CODE SECTION 904.5.1 SELF SERVING
 SHELVES AND DISPENSING DEVISES FOR TABLEWARE, DISHWARE,
 CONDIMENTS, FOOD AND BEVERAGES SHALL COMPLY WITH 308 OF
 THIS CODE. 308 IS REACH RANGES.
  
 11A) SHEET 050A001 DETAIL 8 PLEASE ACCESSIBLE SEATING
 TO MEET THE REQUIREMENT OF 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.
 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 WRITING SURFACES, BABY CHANGING AND OTHER
 TABLES OR FIXTURES FOR PERSONAL GROOMING, COUPON
 COUNTERS, AND WHERE COVERED BY THE ADA SCOPING
 PROVISIONS, EMPLOYEE WORK STATIONS.
  
 11B) SHEET 052_A003 LIFE SAFETY PLAN. PLEASE SHOW
 COMPLIANCE WITH THE 2014 FBC-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.
 11C) 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.
  
 11D) 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.
  
 12) SHEET 050A001 DETAIL 10 TOILET / PLUMBING FIXTURES
 SHOWS CLEARANCES FOR WATER CLOSETS, PLEASE BE AWARE THE
 2017 FBC-ACCESSIBILITY CODE FOR NEW CONSTRUCTION DOES
 REQUIRE THE LAV TO BE IN THE SAME COMPARTMENT BUT NOT
 IN THE CLEAR FLOOR SPACE FOR THE WATER CLOSET, SEE
 FIGURE 604.8.1.6.
  
 13) PLEASE NOTE THE COVERSHEET 049_A000 STATES THE
 CONSTRUCTION TYPE FOR THIS BUILDING IS V-B AND
 UNSPRINKLERED. THE LIFE SAFETY SHEET DOES NOT PROVIDE
 THE SQUARE FOOTAGE OF THE WALK-IN COOLER. SHEET
 059_A120 IS THE DIMENSION SHEET SO CALIBRATING AND
 MEASURING THE INTERIOR OF THE WALK-IN COOLER IT IS
 APPROXIMATELY 920 SQ. FT. NOT INCLUDING THE FREEZER. IN
 THE 2017 FBC-B SECTION 2603.4.1.3 LIMITS THE SQUARE
 FOOTAGE OF THE COOLER/ FREEZERS TO 400 SQ. FEET
 (ACCUMULATIVE) IN NON-SPRINKLERED BUILDINGS.
 SECTION 2603.4.1.2 HAS 4 LIMITATIONS THAT HAVE TO BE
 MET, THE LAST ONE IS THE COOLER WOULD HAVE TO BE
 PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM IN
 ACCORDANCE WITH 903.3.1.1.
  
 14) SHEETS A410-A423 SHOW THE USE OF A FLUID APPLIED
 WEATHER BARRIER OVER 5/8 INCH DENSGLASS SHEATHING.
 PLEASE NOTE THERE IS NO DEFINITION OR REQUIREMENT FOR
 WEATHER BARRIER IN THE CODE, BUT THERE IS FOR A
 WATER-RESISTIVE BARRIER.
 DEFINITION: WATER-RESISTIVE BARRIER. A MATERIAL BEHIND
 AN EXTERIOR WALL COVERING THAT IS INTENDED TO RESIST
 LIQUID WATER THAT HAS PENETRATED BEHIND THE EXTERIOR
 COVERING FROM FURTHER INTRUDING INTO THE EXTERIOR WALL
 ASSEMBLY. PLEASE CHANGE YOUR TERMINOLOGY TO
 WATER-RESISTIVE BARRIER, MUST MEET THIS REQUIREMENT.
 THE 2017 FBC-B SECTION 1404.2 WATER-RESISTIVE BARRIER.
 1404.2 WATER-RESISTIVE BARRIER. NOT FEWER THAN ONE
 LAYER OF NO.15 ASPHALT FELT, COMPLYING WITH ASTM D226
 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS, SHALL BE
 ATTACHED TO THE STUDS OR SHEATHING, WITH FLASHING AS
 DESCRIBED IN SECTION 1405.4, IN SUCH A MANNER AS TO
 PROVIDE A CONTINUOUS WATER-RESISTIVE BARRIER BEHIND THE
 EXTERIOR WALL VENEER.
  
 SINCE THE FLUID APPLIED WEATHER BARRIER IS NOT AN
 APPROVED METHOD OF A WATER-RESISTIVE BARRIER THE
 DESIGNER OF RECORD CAN REVIEW FBC-B 1404.1. MATERIALS
 USED FOR THE CONSTRUCTION OF EXTERIOR WALLS SHALL
 COMPLY WITH THE PROVISIONS OF THIS SECTION. MATERIALS
 NOT PRESCRIBED HEREIN SHALL BE PERMITTED, PROVIDED THAT
 ANY SUCH ALTERNATIVE HAS BEEN APPROVED.
  
 THE DESIGNER OF RECORD CAN REQUEST IN WRITING TO THE
 BUILDING OFFICIAL ROBERT BROWN THIS TYPE OF
 WATER-RESISTIVE BARRIER BE ACCEPTED AND APPROVED UNDER:
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 104.11 ALTERNATIVE MATERIALS, DESIGN AND
 METHODS OF CONSTRUCTION AND EQUIPMENT. THE PROVISIONS
 OF THIS CODE ARE NOT INTENDED TO PREVENT THE
 INSTALLATION OF ANY MATERIAL OR TO PROHIBIT ANY DESIGN
 OR METHOD OF CONSTRUCTION NOT SPECIFICALLY PRESCRIBED
 BY THIS CODE, PROVIDED THAT ANY SUCH ALTERNATIVE HAS
 BEEN APPROVED. AN ALTERNATIVE MATERIAL, DESIGN OR
 METHOD OF CONSTRUCTION SHALL BE APPROVED WHERE THE
 BUILDING OFFICIAL FINDS THAT THE PROPOSED DESIGN IS
 SATISFACTORY AND COMPLIES WITH THE INTENT OF THE
 PROVISIONS OF THIS CODE, AND THAT THE MATERIAL, METHOD
 OR WORK OFFERED IS, FOR THE PURPOSE INTENDED, AT LEAST
 THE EQUIVALENT OF THAT PRESCRIBED IN THIS CODE IN
 QUALITY, STRENGTH, EFFECTIVENESS, FIRE RESISTANCE,
 DURABILITY AND SAFETY.
 WHEN ALTERNATE LIFE SAFETY SYSTEMS ARE DESIGNED, THE
 SFPE ENGINEERING GUIDE TO PERFORMANCE-BASED FIRE
 PROTECTION ANALYSIS AND DESIGN OF BUILDINGS, OR OTHER
 METHODS APPROVED BY THE BUILDING OFFICIAL MAY BE USED.
 THE BUILDING OFFICIAL SHALL REQUIRE THAT SUFFICIENT
 EVIDENCE OR PROOF BE SUBMITTED TO SUBSTANTIATE ANY
 CLAIM MADE REGARDING THE ALTERNATIVE.
 104.11.1 RESEARCH REPORTS. SUPPORTING DATA, WHERE
 NECESSARY TO ASSIST IN THE APPROVAL OF MATERIALS OR
 ASSEMBLIES NOT SPECIFICALLY PROVIDED FOR IN THIS CODE,
 SHALL CONSIST OF VALID RESEARCH REPORTS FROM APPROVED
 SOURCES.
 104.11.2 TESTS. WHENEVER THERE IS INSUFFICIENT EVIDENCE
 OF COMPLIANCE WITH THE PROVISIONS OF THIS CODE, OR
 EVIDENCE THAT A MATERIAL OR METHOD DOES NOT CONFORM TO
 THE REQUIREMENTS OF THIS CODE, OR IN ORDER TO
 SUBSTANTIATE CLAIMS FOR ALTERNATIVE MATERIALS OR
 METHODS, THE BUILDING OFFICIAL SHALL HAVE THE AUTHORITY
 TO REQUIRE TESTS AS EVIDENCE OF COMPLIANCE TO BE MADE
 AT NO EXPENSE TO THE JURISDICTION. TEST METHODS SHALL
 BE AS SPECIFIED IN THIS CODE OR BY OTHER RECOGNIZED
 TEST STANDARDS. IN THE ABSENCE OF RECOGNIZED AND
 ACCEPTED TEST METHODS, THE BUILDING OFFICIAL SHALL
 APPROVE THE TESTING PROCEDURES. TESTS SHALL BE
 PERFORMED BY AN APPROVED AGENCY. REPORTS OF SUCH TESTS
 SHALL BE RETAINED BY THE BUILDING OFFICIAL FOR THE
 PERIOD REQUIRED FOR RETENTION OF PUBLIC RECORDS.
  
 15) SHEET 057_A110 NOTE 30 INDICATES THE PLACEMENT OF A
 PROPANE CAGE WITH CYLINDERS ON THE EXTERIOR OF THE
 BUILDING.
 PLEASE PROVIDE THE AMOUNT OF 20 LB. PROPANE CYLINDERS
 THAT CAN BE CONTAINED IN THIS CAGE AND COMPLIANCE WITH
 THE:
 2017 FBC-B F] 414.6 OUTDOOR STORAGE, DISPENSING AND
 USE. THE OUTDOOR STORAGE, DISPENSING AND USE OF
 HAZARDOUS MATERIALS SHALL BE IN ACCORDANCE WITH THE
 FLORIDA FIRE PREVENTION CODE.
  
 F] 414.6.1.2 SEPARATION DISTANCE. THE DISTANCE FROM THE
 STRUCTURE TO BUILDINGS, LOT LINES, PUBLIC WAYS OR MEANS
 OF EGRESS TO A PUBLIC WAY SHALL BE NOT LESS THAN THE
 DISTANCE REQUIRED FOR AN OUTSIDE HAZARDOUS MATERIAL
 STORAGE OR USE AREA WITHOUT WEATHER PROTECTION.
  
 [F] 414.6.1.3 NONCOMBUSTIBLE CONSTRUCTION. THE OVERHEAD
 STRUCTURE SHALL BE OF APPROVED NONCOMBUSTIBLE
 CONSTRUCTION WITH A MAXIMUM AREA OF 1,500 SQUARE FEET.
  
 16) SHEET 092_S000 INDICATES THE WIND DESIGN AND THE
 UPPER RIGHT CORNER OF THE SHEET THE COMPONENTS &
 CLADDING PRESSURES IN (VULT 170 MPH) WHICH ARE REVIEWED
 AND CORRECT. PLEASE SUBMIT A COMPONENTS AND CLADDING
 TABLE IN VASD FOR THE EXPOSURE C SINCE ALL OF THE
 PRODUCT APPROVALS ARE IN VASD. THANK YOU FOR YOUR
 COOPERATION. 1609.3.1 WIND SPEED CONVERSION VULT TO
 VASD.
  
 17) THE COVERSHEET PROVIDES A LIST OF APPROVED PRODUCT
 APPROVALS, THIS LIST CAN BE DEFERRED SUBMITTALS, AFTER
 PERMIT ISSUANCE. PLEASE SEE LIST OF PRODUCTS THAT MAY
 OR MAY NOT BE ON YOUR APPROVED LIST.
 2017 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS, HARDI PLANK CMC PANELS AND AMC
 PANELS
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, CURBS & ADAPTORS, ROOF TOP
 VENTILATORS & EXHAUST FANS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 18) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE
 61G20 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..
  
 DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 19) 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.
  
 20) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE
 PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF
 RECORD AND BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED
 INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
 PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B 1405.13.1
 INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN
 ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS.
 FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH
 INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM
 LOADS AND SPACING USED IN THE TESTS.
  
 21) EFIS SYSTEMS: PLEASE PROVIDE THE PRODUCT APPROVAL
 FOR THE SYSTEM TO BE INSTALLED. PLEASE ALSO PROVIDE THE
 MANUFACTURERS INSTALLATION BROCHURE PROVIDING
 COMPLIANCE WITH 2014 FBC-B SECTIONS;
 1408.2 PERFORMANCE CHARACTERISTICS.
 1408.2 PERFORMANCE CHARACTERISTICS.
 1408.3 STRUCTURAL DESIGN.
 1408.4 WEATHER RESISTANCE.
 1408.4.1 EIFS WITH DRAINAGE.
 408.4.1.1 WATER-RESISTIVE BARRIER.
 1408.5 INSTALLATION.
  
 22) 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. 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 23) PLEASE BE ADVISED UNDER THE 2017 FBC-B SECTIONS
 1704 AND 1705 ARE RESERVED. FOR THE STRUCTURAL/
 BUILDING PORTION FOR INSPECTIONS THE CITY BUILDING
 INSPECTORS WILL COMPLETE ALL SCHEDULED INSPECTIONS WITH
 THE EXCEPTION OF WELDED AND BOLTED CONNECTIONS WITH
 STRUCTURAL STEEL. A 3RD PARTY ENGINEER IS TO COMPLETE
 JOBSITE INSPECTIONS OF WELDED AND BOLTED CONNECTIONS
 AND CERTIFY WELD PROCEDURE SPECIFICATIONS & WELDER
 OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF
 INSPECTION.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2) QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
  
 24) SHEET 107_M300 DETAIL 8 INDICATES HOW THE ROOF TOP
 CONDENSER IS TO BE MOUNTED TO THE EQUIPMENT RACK BUT
 NOT TO THE ROOF DECK. SHEET 100_S432 DETAIL 10 DOES
 INDICATE ANCHORAGE TO THE ROOF BUT NEITHER DETAIL SHOWS
 COMPLIANCE WITH THE 2017 FBC-B TABLE 1510.10 CLEARANCE
 BELOW RAISED ROOF MOUNTED MECHANICAL UNITS.
  
 25) ADDITIONAL INFORMATION IS REQUIRED? SHEET S200 THE
 ROOF FRAMING PLAN ON THE SIDE PATIO ROOF FRAMING THERE
 IS A SECTION DETAIL 3 & 4 / S433. DETAIL 4 OCCURS AT
 BOTH ENDS OF THE PATIO COVER ALLOWING THE BRICK VENEER
 WALL TO CONTINUE BEHIND THE ROOF FRAMING. DETAIL # 3
 THE CENTER PORTION OF THE PATIO ROOF DECK IT WOULD
 APPEAR THE VENEER BRICK WALL STOPS BENEATH THE BOTTOM
 OF THE STRUCTURAL STEEL FRAMING, THE ROOF METAL DECK
 CONTINUES BACK INSIDE THE STEEL INFILL WALL AND THE
 BRICK WORK SITS ON TOP OF THE ROOF METAL DECK WITHOUT
 ANY STRUCTURAL SUPPORT? PLEASE CLARIFY THIS DETAIL,
 THANK YOU. 107.2.1.2 ADDITIONAL INFORMATION IS
 REQUIRED. THE ARCHITECTURAL SHEET 080_A431 DETAIL 11
 MATCHES THE STRUCTURAL DETAILS FOR BOTH ENDS, DETAIL 1
 ON SHEET 078_A423 SHOW THE ROOF DECK STOPPING ON THE
 EXTERIOR SIDE OF THE BRICK, NOT CLEAR WHERE THE BRICK
 STOPS AND STARTS IN REGARDS TO THE STRUCTURAL DECK
 MEMBERS?
  
 26) IMPACT FEES - DIGITAL SUBMITTALS:
 PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECT DOX 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://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected] .
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.
  
 27) 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 OF THE PLANS COULD NOT HAPPEN SINCE
 THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED
 DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE
 MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS
 AND INFORMATION LACKING UNDER THE PRIOR REVIEW.
  
  
 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 E ELECTRICAL
Rev No 4 Status P Date 2019-11-15 Cont ID  
Sent By jleahy Date 2019-11-15 Time 09:23 Rev Time 0.00
Received By jleahy Date 2019-11-15 Time 09:23 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2019-08-23 Cont ID  
Sent By jleahy Date 2019-08-23 Time 10:32 Rev Time 0.00
Received By jleahy Date 2019-08-14 Time 15:06 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2019-07-14 Cont ID  
Sent By jpearson Date 2019-07-14 Time 13:48 Rev Time 0.00
Received By jpearson Date 2019-07-14 Time 13:48 Sent To  
Notes
2019-07-14 13:48:05CODES 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.
  
 REVIEWED PER PREVIOUS COMMENTS ONLY.
  
 1. NO ELECTRICAL ISSUES. PLAN CANNOT BE APPROVED UNTIL
 THE FOLLOWING IS SATISFIED: PER THE WPB AMENDMENTS TO
 THE FBC, EACH SHEET OF PLAN IS REQUIRED TO BE SIGNED
 AND SEALED BY THE PERSON RESPONSIBLE FOR THE DESIGN. A
 DIGITAL PLAN REQUIRES A DIGITAL SIGNATURE WITH THE
 PROPER THIRD PARTY VERIFICATION. SELF-CERTIFICATION IS
 NOT ACCEPTABLE FOR ENGINEERS. ADDITIONALLY, THE DIGITAL
 SIGNATURE MUST INCLUDE THE STATEMENT "SIGNED AND
 SEALED" AS PER FAC 61G15-23.004. PROVIDE CORRECTION.
 WPB FBC 107.1; FS 471/481
  
 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 E ELECTRICAL
Rev No 1 Status F Date 2019-04-01 Cont ID  
Sent By jleahy Date 2019-04-01 Time 16:13 Rev Time 0.00
Received By jleahy Date 2019-03-29 Time 13:19 Sent To  
Notes
2019-04-01 16:21:15ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 FLORIDA BUILDING CODE 2017 6TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 6TH ED
 NFPA 70 2014 EDITION
  
 JAKE LEAHY
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 1) SERVICE SHOWS ONE KIRK KEYED BREAKER WHICH WILL BE
 THE OTHER ONE?
  
 2) 1200 AMPERE MAIN NEEDS TO MEET THE REQUIREMENTS OF
 240.87
  
 240.87 ARC ENERGY REDUCTION
 WHERE THE HIGHEST CONTINUOUS CURRENT TRIP SETTING FOR
 WHICH THE
 ACTUAL OVERCURRENT DEVICE INSTALLED IN A CIRCUIT
 BREAKER IS RATED
 OR CAN BE ADJUSTED IS 1200 A OR HIGHER, 240.87(A) AND
 (B) SHALL
 APPLY.
 (A) DOCUMENTATION. DOCUMENTATION SHALL BE AVAILABLE TO
 THOSE
 AUTHORIZED TO DESIGN, INSTA LL, OPERATE, OR INSPECT THE
 INSTALLATION
 AS TO THE LOCATION OF THE CIRCUIT BREAKER(S).
 (B) METHOD TO REDUCE CLEARING TIME. ONE OF THE
 FOLLOWING
 OR APPROVED EQUIVALENT MEANS SH ALL BE PROVIDED:
 (1) ZONE-SELECTIVE INTERLOCKING
 (2) DIFFERENTIAL RELAYING
 (3) ENERGY-REDUCING MAINTENANCE SWITCHING WITH LOCAL
 STATUS
 INDICATOR
 (4) ENERGY-REDUCING ACTIVE ARC FLASH MITIGATION SYSTEM
 (5) AN APPROVED EQUIVALENT MEANS
  
 3) AIC RATING, NEED TO SHOW CALCULATION ON HOW IT WAS
 ACHIEVED.
  
 110.24 AVAILABLE FAULT CURRENT
 ( A) FIELD MARKING. SERVICE EQUIPMENT IN OTHER THAN
 DWELLING
 UNITS SHALL BE LEGIBLY MARKED IN THE FIELD WITH THE
 MAXIMUM
 AVAILABLE FAULT CURRENT. THE FIELD MARKING(S) SHALL
 INCLUDE THE DATE
 THE FAULT-CURRENT CALCULATION WAS PERFORMED AND BE OF
 SUFFICIENT
 DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED.
  
 110.10 CIRCUIT IMPEDANCE, SHORT-CIRCUIT
 CURRENT RATINGS, AND OTHER CHARACTERISTICS
 THE OVERCURRENT PROTECTIVE DEVICES, THE TOTAL
 IMPEDANCE, THE
 EQUIPMENT SHORT-CIRCUIT CURRENT RATINGS, AND OTHER
 CHARACTERISTICS
 OF THE CIRCUIT TO BE PROTECTED SHALL BE SELECTED AND
 COORDINATED
 TO PERMIT THE CIRCUIT PROTECTIVE DEVICES USED TO CLEAR
 A FAULT TO DO
 SO WITHOUT EXTENSIVE DAMAGE TO THE ELECTRICAL EQUIPMENT
 OF THE
 CIRCUIT. THIS FAULT SHALL BE ASSUMED TO BE EITHER
 BETWEEN TWO OR
 MORE OF THE CIRCUIT CONDUCTORS OR BETWEEN ANY CIRCUIT
 CONDUCTOR
 AND THE EQUIPMENT GROUNDING CONDUCTOR(S) PERMITTED IN
 250.118.
 LISTED EQUIPMENT APPLIED IN ACCORDANCE WITH THEIR
 LISTING SHALL
 BE CONSIDERED TO MEET THE REQUIREMENTS OF THIS SECTION.
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2019-07-23 Cont ID  
Sent By rrossano Date 2019-07-23 Time   Rev Time 0.00
Received By rrossano Date 2019-07-23 Time   Sent To I
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2019-07-19 Cont ID  
Sent By shill Date 2019-07-19 Time 07:57 Rev Time 0.00
Received By shill Date 2019-07-19 Time 07:57 Sent To  
Notes
2019-07-19 07:57:38CONTACT 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 ENG ENGINEERING CSD
Rev No 1 Status F Date 2019-03-22 Cont ID  
Sent By shill Date 2019-03-22 Time 15:49 Rev Time 0.00
Received By shill Date 2019-03-22 Time 15:49 Sent To  
Notes
2019-03-22 15:49:51CONTACT 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 3 Status P Date 2019-08-14 Cont ID  
Sent By pleduc Date 2019-08-14 Time   Rev Time 0.00
Received By pleduc Date 2019-08-14 Time 10:34 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2019-07-10 Cont ID  
Sent By pleduc Date 2019-07-10 Time   Rev Time 0.00
Received By pleduc Date 2019-07-10 Time 10:15 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2019-02-27 Cont ID  
Sent By scaldero Date 2019-02-27 Time 15:03 Rev Time 0.00
Received By scaldero Date 2019-02-27 Time 13:37 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2020-03-26 Cont ID  
Sent By shill Date 2020-03-26 Time 11:47 Rev Time 0.00
Received By shill Date 2020-03-25 Time 08:10 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2019-11-18 Cont ID  
Sent By shill Date 2019-11-18 Time 07:20 Rev Time 0.00
Received By shill Date 2019-11-07 Time 08:41 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2019-09-24 Cont ID  
Sent By shill Date 2019-09-24 Time 09:46 Rev Time 0.00
Received By shill Date 2019-09-11 Time 14:51 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2019-09-09 Cont ID  
Sent By rmcdouga Date 2019-09-09 Time 14:10 Rev Time 0.00
Received By rmcdouga Date 2019-08-12 Time 13:52 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-07-27 Cont ID  
Sent By cmontell Date 2019-07-27 Time 07:03 Rev Time 0.00
Received By cmontell Date 2019-07-27 Time 07:03 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2019-04-05 Cont ID  
Sent By cpuell Date 2019-04-05 Time 13:37 Rev Time 0.00
Received By cpuell Date 2019-02-18 Time 10:08 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2020-03-25 Cont ID  
Sent By lmarchan Date 2020-03-25 Time 15:45 Rev Time 0.00
Received By lmarchan Date 2019-09-16 Time 10:20 Sent To  
Notes
2020-03-25 14:47:52RECEIPT 2019-035443 - $147,287.72 - PAID
2019-09-16 10:21:009/16/19 SENT TO IMPACT FEE OFFICE. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2019-03-06 Cont ID  
Sent By jwitmer Date 2019-03-06 Time 10:35 Rev Time 0.00
Received By jwitmer Date 2019-03-05 Time 10:45 Sent To  
Notes
2019-03-06 10:35:19IMPACT FEES - DIGITAL SUBMITTALS:
 PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECT DOX 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://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected] .
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2019-08-16 Cont ID  
Sent By pvalenti Date 2019-08-16 Time 07:13 Rev Time 0.00
Received By pvalenti Date 2019-08-16 Time 07:13 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2019-07-27 Cont ID  
Sent By cmontell Date 2019-07-27 Time 07:02 Rev Time 0.00
Received By cmontell Date 2019-07-27 Time 07:02 Sent To I
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2019-04-02 Cont ID  
Sent By cmontell Date 2019-04-02 Time 13:45 Rev Time 0.00
Received By cmontell Date 2019-04-02 Time 10:52 Sent To  
Notes
2019-04-02 13:45:04MECHANICAL PLAN REVIEW FAIL
  
 1 - MECHANICAL ROOF PLAN NOTE 8 TALKS ABOUT A CHILLER
 NO CHILLER ON PLANS
 2 - PLEASE CONFIRM UNITS ON ROOF ARE IN COMPLIANCE WITH
 FBC MECHANICAL 2017 [BE] 304.11 GUARDS.
  
 CHRIS MONTELLO
 561-805-6733
Review Stop P PLUMBING
Rev No 5 Status P Date 2020-03-26 Cont ID  
Sent By shill Date 2020-03-26 Time 11:39 Rev Time 0.00
Received By shill Date 2020-03-26 Time 11:39 Sent To  
Notes
2020-03-26 11:40:06CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC RES = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2017 6TH EDITION
 FBC PL = FLORIDA PLUMBING CODE 2017 6TH EDITION
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 19020380 2970 N MILITARY TRAIL
  
 PLUMBING COMMEMTS: APPROVED WITH PROVISO
  
 PLUMBING PROVISO:
 REVISION REQUIRED; REGARDING PLAN SHEETS C8, C8.1 AND
 SD1. REVISION SHALL BE SUBMITTED, APPROVED AND IN PLACE
 PRIOR TO FINAL INSPECTION. PROCEED AT YOUR OWN RISK.
  
 PROVIDE DEDICATED BACKFLOW PREVENTER IN SUPPLY LINE
 UPSTREAM OF THE YARD HYDRANTS
 PROVIDE LOCATION, DETAIL AND SPECIFICATION FOR SAID
 BACKFLOW PREVENTER.
 PROVIDE THE FOLLOWING
 A. SD1/DETAIL 12. IN ACCORDANCE WITH FBC 608.7, 608.8.1
 AND 608.8.2, PROVIDE A BACKFLOW PREVENTER FOR THE
 DEDICATED SUPPLY, SIGNAGE AT THE HYDRANTS AND EXPOSED
 PIPING SHALL BE COLOR PURPLE AND LABELED.
 1) FBC PL 608.7 VALVES AND OUTLETS PROHIBITED BELOW
 GRADE. FREEZEPROOF YARD HYDRANTS THAT DRAIN THE RISER
 INTO THE GROUND SHALL BE PERMITTED TO BE INSTALLED,
 PROVIDED THAT THE POTABLE WATER SUPPLY TO SUCH HYDRANTS
 IS PROTECTED UPSTREAM OF THE HYDRANTS IN ACCORDANCE
 WITH SECTION 608 AND THE HYDRANTS ARE PERMANENTLY
 IDENTIFIED AS NON-POTABLE OUTLETS BY APPROVED SIGNAGE
 THAT READS AS FOLLOWS: ?CAUTION, NON-POTABLE WATER. DO
 NOT DRINK.?
 A.FBC PL608.8.1 SIGNAGE REQUIRED.
 NONPOTABLE WATER OUTLETS, SUCH AS HOSE CONNECTIONS,
 OPEN ENDED PIPES AND FAUCETS, SHALL BE IDENTIFIED WITH
 SIGNAGE THAT READS AS FOLLOWS: ?NON-POTABLE WATER IS
 UTILIZED FOR [APPLICATION NAME]. CAUTION: NONPOTABLE
 WATER ? DO NOT DRINK.? THE WORDS SHALL BE LEGIBLY AND
 INDELIBLY PRINTED ON A TAG OR SIGN CONSTRUCTED OF
 CORROSION-RESISTANT WATERPROOF MATERIAL OR SHALL BE
 INDELIBLY PRINTED ON THE FIXTURE. THE LETTERS OF THE
 WORDS SHALL BE NOT LESS THAN 0.5 INCH (12.7 MM) IN
 HEIGHT AND IN COLORS IN CONTRAST TO THE BACKGROUND ON
 WHICH THEY ARE APPLIED. IN ADDITION TO THE REQUIRED
 WORDAGE, THE PICTOGRAPH SHOWN IN FBC PL FIGURE 608.8.1
 SHALL APPEAR ON THE REQUIRED SIGNAGE.
 B. FBC PL 608.8.2 DISTRIBUTION PIPE LABELING AND
 MARKING.
 C. NON-POTABLE DISTRIBUTION PIPING SHALL BE PURPLE IN
 COLOR AND SHALL BE EMBOSSED, OR INTEGRALLY STAMPED OR
 MARKED, WITH THE WORDS: ?CAUTION: NONPOTABLE WATER ? DO
 NOT DRINK? OR THE PIPING SHALL BE INSTALLED WITH A
 PURPLE IDENTIFICATION TAPE OR WRAP. PIPE IDENTIFICATION
 SHALL INCLUDE THE CONTENTS OF THE PIPING SYSTEM AND AN
 ARROW INDICATING THE DIRECTION OF FLOW. HAZARDOUS
 PIPING SYSTEMS SHALL ALSO CONTAIN INFORMATION
 ADDRESSING THE NATURE OF THE HAZARD. PIPE
 IDENTIFICATION SHALL BE REPEATED AT INTERVALS NOT
 EXCEEDING 25 FEET AND AT EACH POINT WHERE THE PIPING
 PASSES THROUGH A WALL, FLOOR OR ROOF. LETTERING SHALL
 BE READILY OBSERVABLE WITHIN THE ROOM OR SPACE WHERE
 THE PIPING IS LOCATED.
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
  
  
 19020380 2970 N MILITARY TRAIL
  
Review Stop P PLUMBING
Rev No 4 Status F Date 2020-03-24 Cont ID  
Sent By shill Date 2020-03-24 Time 17:52 Rev Time 0.00
Received By shill Date 2020-03-24 Time 17:52 Sent To  
Notes
2020-03-24 17:53:03CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC RES = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2017 6TH EDITION
 FBC PL = FLORIDA PLUMBING CODE 2017 6TH EDITION
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 19020380 2970 N MILITARY TRAIL
  
 PLUMBING COMMEMTS: DENIED
  
 1. SEE MARK UPS ON PLAN SHEET C8, C8.1 AND SD1;
 A. C8 AND SD1/DETAIL 12: SD1/DETAIL 12 CREATES A
 HAZARDOUS CONDITION. IN ACCORDANCE WITH FBC 608.7,
 608.8.1 AND 608.8.2, PROVIDE A BACKFLOW PREVENTER FOR
 THE DEDICATED SUPPLY, SIGNAGE AT THE HYDRANTS AND
 EXPOSED PIPING SHALL BE COLOR PURPLE AND LABELED.
 1) FBC PL 608.7 VALVES AND OUTLETS PROHIBITED BELOW
 GRADE. FREEZEPROOF YARD HYDRANTS THAT DRAIN THE RISER
 INTO THE GROUND SHALL BE PERMITTED TO BE INSTALLED,
 PROVIDED THAT THE POTABLE WATER SUPPLY TO SUCH HYDRANTS
 IS PROTECTED UPSTREAM OF THE HYDRANTS IN ACCORDANCE
 WITH SECTION 608 AND THE HYDRANTS ARE PERMANENTLY
 IDENTIFIED AS NON-POTABLE OUTLETS BY APPROVED SIGNAGE
 THAT READS AS FOLLOWS: ?CAUTION, NON-POTABLE WATER. DO
 NOT DRINK.?
 A.FBC PL608.8.1 SIGNAGE REQUIRED.
 NONPOTABLE WATER OUTLETS, SUCH AS HOSE CONNECTIONS,
 OPEN ENDED PIPES AND FAUCETS, SHALL BE IDENTIFIED WITH
 SIGNAGE THAT READS AS FOLLOWS: ?NON-POTABLE WATER IS
 UTILIZED FOR [APPLICATION NAME]. CAUTION: NONPOTABLE
 WATER ? DO NOT DRINK.? THE WORDS SHALL BE LEGIBLY AND
 INDELIBLY PRINTED ON A TAG OR SIGN CONSTRUCTED OF
 CORROSION-RESISTANT WATERPROOF MATERIAL OR SHALL BE
 INDELIBLY PRINTED ON THE FIXTURE. THE LETTERS OF THE
 WORDS SHALL BE NOT LESS THAN 0.5 INCH (12.7 MM) IN
 HEIGHT AND IN COLORS IN CONTRAST TO THE BACKGROUND ON
 WHICH THEY ARE APPLIED. IN ADDITION TO THE REQUIRED
 WORDAGE, THE PICTOGRAPH SHOWN IN FBC PL FIGURE 608.8.1
 SHALL APPEAR ON THE REQUIRED SIGNAGE.
 B. FBC PL 608.8.2 DISTRIBUTION PIPE LABELING AND
 MARKING.
 C. NON-POTABLE DISTRIBUTION PIPING SHALL BE PURPLE IN
 COLOR AND SHALL BE EMBOSSED, OR INTEGRALLY STAMPED OR
 MARKED, WITH THE WORDS: ?CAUTION: NONPOTABLE WATER ? DO
 NOT DRINK? OR THE PIPING SHALL BE INSTALLED WITH A
 PURPLE IDENTIFICATION TAPE OR WRAP. PIPE IDENTIFICATION
 SHALL INCLUDE THE CONTENTS OF THE PIPING SYSTEM AND AN
 ARROW INDICATING THE DIRECTION OF FLOW. HAZARDOUS
 PIPING SYSTEMS SHALL ALSO CONTAIN INFORMATION
 ADDRESSING THE NATURE OF THE HAZARD. PIPE
 IDENTIFICATION SHALL BE REPEATED AT INTERVALS NOT
 EXCEEDING 25 FEET (7620 MM) AND AT EACH POINT WHERE THE
 PIPING PASSES THROUGH A WALL, FLOOR OR ROOF. LETTERING
 SHALL BE READILY OBSERVABLE WITHIN THE ROOM OR SPACE
 WHERE THE PIPING IS LOCATED.
 B.ADDITIONAL COMMENT: PER WPB FBC 1097.2.1, ADD SPEC
 AND DETAIL FOR BACKFLOW PREVENTER AND SHOW LOCATION ON
 THE PLAN SHEET C8 AND C8.1.
  
 END OF COMMENTS.
 PLEASE NOTE THAT 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
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.ALL PLANS TO BE SIGNED
 AND SEALED BY THE DESIGNER AS REQUIRED BY FAC AND FS.
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
  
  
 19020380 2970 N MILITARY TRAIL
  
Review Stop P PLUMBING
Rev No 3 Status F Date 2019-08-19 Cont ID  
Sent By gjohnson Date 2019-08-19 Time 10:46 Rev Time 0.00
Received By gjohnson Date 2019-08-19 Time 08:24 Sent To  
Notes
2020-03-24 17:53:34CHANGED FROM P TO F ON 3/24/20 PER J.SMITH, SEE 4TH
 PLUMBING REVIEW
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2019-07-25 Cont ID  
Sent By jesmith Date 2019-07-25 Time 15:21 Rev Time 0.00
Received By jesmith Date 2019-07-23 Time 14:56 Sent To  
Notes
2019-07-25 15:20:38CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC RES = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2017 6TH EDITION
 FBC EX = FLORIDA EXISTING BUILDING CODE 2017 6TH
 EDITION
 FBC PL = FLORIDA PLUMBING CODE 2017 6TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2017 6TH EDITION
 NFPA 96= STANDARD FOR VENTILATION CONTROLAND FIRE
 PROTECTION OF COMMERCIAL COOKING OPERATIONS 2017
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
  
 2ND REVIEW
 PLUMBING COMMEMTS: DENIED
  
 2ND REQUEST
 1. SEE MARK UPS ON PLAN SHEET C8 AND SD1; THESE ITEMS
 MUST BE SATISFACTORILY ADDRESSED BEFORE A PLUMBING
 PERMIT WILL BE ISSUED.
 A. C8 AND SD1/DETAIL 12: SD1/DETAIL 12 CREATES A
 HAZARDOUS CONDITION. IN ACCORDANCE WITH FBC 608.7,
 608.8.1 AND 608.8.2, PROVIDE A BACKFLOW PREVENTER FOR
 THE DEDICATED SUPPLY, SIGNAGE AT THE HYDRANTS AND
 EXPOSED PIPING SHALL BE COLOR PURPLE AND LABELED.
 1) FBC PL 608.7 VALVES AND OUTLETS PROHIBITED BELOW
 GRADE.FREEZEPROOF YARD HYDRANTS THAT DRAIN THE RISER
 INTO THE GROUND SHALL BE PERMITTED TO BE INSTALLED,
 PROVIDED THAT THE POTABLE WATER SUPPLY TO SUCH HYDRANTS
 IS PROTECTED UPSTREAM OF THE HYDRANTS IN ACCORDANCE
 WITH SECTION 608 AND THE HYDRANTS ARE PERMANENTLY
 IDENTIFIED AS NON-POTABLE OUTLETS BY APPROVED SIGNAGE
 THAT READS AS FOLLOWS: ?CAUTION, NON-POTABLE WATER. DO
 NOT DRINK.?
 A.FBC PL608.8.1SIGNAGE REQUIRED.
 NONPOTABLE WATER OUTLETS, SUCH AS HOSE CONNECTIONS,
 OPEN ENDED PIPES AND FAUCETS, SHALL BE IDENTIFIED WITH
 SIGNAGE THAT READS AS FOLLOWS: ?NON-POTABLE WATER IS
 UTILIZED FOR [APPLICATION NAME]. CAUTION: NONPOTABLE
 WATER ? DO NOT DRINK.? THE WORDS SHALL BE LEGIBLY AND
 INDELIBLY PRINTED ON A TAG OR SIGN CONSTRUCTED OF
 CORROSION-RESISTANT WATERPROOF MATERIAL OR SHALL BE
 INDELIBLY PRINTED ON THE FIXTURE. THE LETTERS OF THE
 WORDS SHALL BE NOT LESS THAN 0.5 INCH (12.7 MM) IN
 HEIGHT AND IN COLORS IN CONTRAST TO THE BACKGROUND ON
 WHICH THEY ARE APPLIED. IN ADDITION TO THE REQUIRED
 WORDAGE, THE PICTOGRAPH SHOWN IN FBC PL FIGURE 608.8.1
 SHALL APPEAR ON THE REQUIRED SIGNAGE.
 B. FBC PL 608.8.2 DISTRIBUTION PIPE LABELING AND
 MARKING.
 C. NON-POTABLE DISTRIBUTION PIPING SHALL BE PURPLE IN
 COLOR AND SHALL BE EMBOSSED, OR INTEGRALLY STAMPED OR
 MARKED, WITH THE WORDS: ?CAUTION: NONPOTABLE WATER ? DO
 NOT DRINK? OR THE PIPING SHALL BE INSTALLED WITH A
 PURPLE IDENTIFICATION TAPE OR WRAP. PIPE IDENTIFICATION
 SHALL INCLUDE THE CONTENTS OF THE PIPING SYSTEM AND AN
 ARROW INDICATING THE DIRECTION OF FLOW. HAZARDOUS
 PIPING SYSTEMS SHALL ALSO CONTAIN INFORMATION
 ADDRESSING THE NATURE OF THE HAZARD. PIPE
 IDENTIFICATION SHALL BE REPEATED AT INTERVALS NOT
 EXCEEDING 25 FEET (7620 MM) AND AT EACH POINT WHERE THE
 PIPING PASSES THROUGH A WALL, FLOOR OR ROOF. LETTERING
 SHALL BE READILY OBSERVABLE WITHIN THE ROOM OR SPACE
 WHERE THE PIPING IS LOCATED.
 B.ADDITIONAL COMMENT: PER WPB FBC 1097.2.1, ADD SPEC
 AND DETAIL FOR BACKFLOW PREVENTER AND SHOW LOCATION ON
 THE PLAN
  
 2. PER WPB FBC 107.2.1, PROVIDE NOTE ON CIVIL DRAWINGS
 C8 THROUGH C.10 STATING ?PALM BEACH COUNTY WATER
 UTILITIES DEPARTMENT IS THE AUTHORITY HAVING
 JURISDICTION?, IF THAT IS INDEED THE CASE. IF NOT, THEN
 THE WEST PALM BEACH PUBLIC UTILITIES DEPARTMENT SHALL
 BE NOTED AND ALL REFERENCES TO PBC WUD SHALL BE
 REPLACED BY WPB PUD AND DETAILS SHALL REFLECT WPB PUD
 REQUIREMENTS.
 IF PBC WUD IS TO PREVAIL, CROSS OUT ALL DETAILS
 CONCERNING INTERCEPTORS AND BACKFLOW PREVENTERS THAT DO
 NOT APPLY TO THE PROJECT.
  
 3. 2ND REQUEST FOR MANUFACTURER?S DATA SHEETS WHICH WAS
 FOR THE MOST PART COMPLIED WITH BUT STILL MISSING THE
 FOLLOWING:
 A. 3016/RINSE-O-MATIC
 B. 4025/FROZEN YOGURT DISPENSER
 C. 3005/POST MIX SODA SYSTEM
  
 4. 2ND REQUEST: P430/DETAIL 6 NON FREEZE ROOF HYDRANT:
 PLEASE SPECIFY A MANUFACTURER/MODEL NUMBER WHICH
 INCLUDES A VACUUM BREAKER. RESPONSE LETTER SAID THIS
 WAS CORRECTED BUT I DO NOT SEE IT. PLEASE CLARIFY.
 ADDITIONALLY, PROVIDE NOTE ?PROVIDE DRAIN PIPE FROM
 1/8? DRAIN HOLE AND DISCHARGE TO MOP SINK OR OTHER
 SUITABLE RECEPTACLE THROUGH AN AIR GAP?
  
 5. P430; DETAIL 5
 PER FBC PL 608.3, RELOCATE THE MOST UPSTREAM RPZ TO THE
 BRANCH PIPE BETWEEN THE TEE AND THE FILTER.
  
 6. P430; DETAIL 5
 WHAT DOES THE VALVED 2? PIPE FEEDING DOWN INTO THE
 GROUND SERVICE?
  
 7. P430; DETAIL 5
 PER WPB FBC 107.2.1, CLARIFY WHETHER OR NOT THE 2? RPZ
 WILL BE INSIDE AS SHOWN OR OUTSIDE ADJACENT TO THE
 METER
  
 8. P431; DETAIL 4.
 A. PER FBC PL 1002.4.1, DEEP SEAL TRAP TRAPS ARE NOT
 PERMITTED.
 B. PER FBC PL 915.2.5, THE FIXTURE BRANCH OR FIXTURE
 DRAIN SHALL CONNECT TO THE COMBINATION WASTE AND VENT
 WITHIN A DISTANCE SPECIFIED IN TABLE 909.1. THE
 COMBINATION WASTE AND VENT PIPE SHALL BE CONSIDERED THE
 VENT FOR THE FIXTURE.
  
 9. P431; DETAIL 6 AND PLAN SHEET P110
 PER FBC PL 1002.4.1, PROVIDE TRAP PRIMER TO FLOOR SINK
 INSTALLED FOR FUTURE USE.
  
  
 END OF COMMENTS.
 PLEASE NOTE THAT 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
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.ALL PLANS TO BE SIGNED
 AND SEALED BY THE DESIGNER AS REQUIRED BY FAC AND FS.
  
 PLEASE NOTE THE FOLLOWING:
 A SEPARATE PERMIT IS REQUIRED FOR REMOVAL AND
 DISPOSITION OF EXISTING FUEL TANKS AND DISPENSING
 SYSTEM
 A SEPARATE PERMIT IS REQUIRED FOR NEW FUEL TANKS AND
 DISPENSING SYSTEM
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-805-6715
  
 19020380 2970 N MILITARY TRAIL
Review Stop P PLUMBING
Rev No 1 Status F Date 2019-03-28 Cont ID  
Sent By jesmith Date 2019-03-28 Time 16:00 Rev Time 0.00
Received By jesmith Date 2019-03-26 Time 12:12 Sent To  
Notes
2019-03-28 16:00:11CODES 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 RES = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2017 6TH EDITION
 FBC EX = FLORIDA EXISTING BUILDING CODE 2017 6TH
 EDITION
 FBC PL = FLORIDA PLUMBING CODE 2017 6TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2017 6TH EDITION
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
 NFPA 30A
  
 1ST REVIEW
 PLUMBING COMMEMTS: DENIED
  
 PART A: BASED UPON REVIEW OF PLAN SHEETS C8, C8.1,
 C8.6, SD1, P001, POO2, P100, P110, P120, P410, P430,
 P431 AND A141, THE FOLLOWING COMMENTS APPLY.
  
 SEPARATE PERMITS ARE REQUIRED FOR GREASE INTERCEPTOR
 AND WATER SERVICE BACKFLOW PREVENTER.
  
 PER WPB FBC 107.2.1:
 1. PROVIDE CALCULATIONS FOR SIZING OF THE OIL/GREASE
 INTERCEPTOR.
 2. PROVIDE SAMPLE POINT IN GREASE INTERCEPTOR EFFLUENT
 AS REQUIRED BY CITY OF WEST PALM BEACH PUBLIC UTILITIES
 DEPARTMENT. SEE STANDARD DETAIL GS-7 PROVIDED BY PUBLIC
 UTILITIES DEPARTMENT. CONTACT JEFF ODOMS AT
 561-822-2172 FOR COPY OF STANDARD OR WITH ANY OTHER
 RELATED QUESTIONS.
 3. PROVIDE DETAIL FOR INDIRECT WASTE CONNECTIONS TO
 EQUIPMENT ITEMS #4119 AND #4124 SHOWING COMPLIANCE WITH
 FBC PL 802.2.
 4. PLAN P410: PLEASE PROVIDE REFERENCE TO P110, SHEET
 KEY NOTE 14 FOR THE FS-2 DISCHARGING THROUGH THE 2?
 FIXTURE DRAIN CONNECTING AT THE UPSTREAM (SOUTH) END OF
 THE GREASY WASTE.
 5. CLARIFY P430/DETAIL 3 THAT THE THREE COMPARTMENT
 SINK IS NOT FOR FOOD PREP OR INDEPENDENTLY DRAIN EACH
 COMPARTMENT TO THE FLOOR SINK WITH AN AIR GAP IN
 ACCORDANCE WITH FBC PL 802.1.1.
 6. PLAN P410: SANITARY RISER; MEN?S AND WOMEN?S TOILET
 ROOM FD-1 FIXTURE DRAINS CONNECT TO VENT BELOW THE TRAP
 WEIR (S-TRAP, PROHIBITED PER FBC 1002.3). VENT IN
 ACCORDANCE WITH PROVISIONS OF FBC PL CHAPTER 9.
 7. NOTES AND DETAILS CONCERNING THE TRAP PRIMERS ON
 P431/DETAIL 1, P110/ KEYNOTE 1 AND P100/PLUMBING
 FIXTURE SCHEDULE ALL DISAGREE ON THE TYPE AND/OR MODEL
 TRAP PRIMER. PLEASE CLARIFY.
 8. P431/DETAIL 6: WHAT IS THE PURPOSE OF THE FS-1 AT
 THE RIGHT HAND (SOUTH) SIDE OIF THE DETAIL. THIS FS-1
 IS ALSO SHOWN ON P110 AND P410.
 9. P110/KEYNOTE 15; PROVIDE DETAIL FOR PATIO ROOF DRAIN
 BODY, CONNECTION TO DOWNSPOUT AND TERMINATION OF
 DOWNSPOUT. INCLUDE REQUIRED HORIZONTAL AND VERTICAL
 SUPPORTS OF THE SAME.
 10. P410: A WATER BOOSTER IS NOTED ON THE WATER RISER
 DIAGRAM. PLEASE NOTE ON P002 (EQUIPMENT ITEM 5022) AND
 PROVIDE A KEYNOTE ON P120 INDICATING MCCANN?S 2 GALLON
 WATER BOOSTER W/ASSE 1022 BACKFLOW PREVENTER.
 11. P430/DETAIL 6 NON FREEZE ROOF HYDRANT: PLEASE
 SPECIFY A MANUFACTURER/MODEL NUMBER WHICH INCLUDES A
 VACUUM BREAKER.
 12. C8 AND SD1/DETAIL 12: SD1/DETAIL 12 CREATES A
 HAZARDOUS CONDITION. IN ACCORDANCE WITH FBC 608.7,
 608.8.1 AND 608.8.2, PROVIDE A BACKFLOW PREVENTER FOR
 THE DEDICATED SUPPLY, SIGNAGE AT THE HYDRANTS AND
 EXPOSED PIPING SHALL BE COLOR PURPLE AND LABELED.
 13. IDENTIFY ON P120 FLOOR PLAN AND P410 WATER RISER
 DIAGRAM ITEM 3016/RINSE-O-MATIC.
 14. IDENTIFY ON P120 FLOOR PLAN ITEM 4096/GLYCOL
 CHILLER
 15. IDENTIFY 2014/HOSE REEL LOCATED ADJACENT TO
 3008/CAPPUCCINO ON P120 FLOOR PLAN.
 16. RE: 2008/WATER FILTER; COULD NOT FIND INFO ON MODEL
 NUMBER EV9437-31. DID YOU MEAN EV9437-21? PLEASE
 CLARIFY.
 17. PROVIDE MANUFACTURER?S DATA SHEETS FOR ALL
 SPECIALTY EQUIPMENT REQUIRING PLUMBING CONNECTIONS (SEE
 PLAN SHEETS P002 AND A141)
 18. PROVIDE SEPARATE BACK FLOW PREVENTION DEVICES,
 LISTING THE APPLICABLE ASSE STANDARD REQUIREMENT, FOR
 EACH OF THE FOLLOWING;
 A. 4096/GLYCOL CHILLER
 B. 4013/ICE MAKER
 C. 4011/ICE MAKER
 E. 3017/COFFEE MACHINE
 F. 3016/RINSE-O-MATIC
 G. 3014/FCB VIPER
 H. 3011/COMBI OVEN STEAMER-EACH HOSE BIBB
 I. 3008/CAPPUCCINO DISPENSER
 J. 3007/GRANITA MACHINE
 K. 3002/TEA BREWER
 L. 2020/BEAN TO CUP WATER FILTER
 M. 2014/HOSE REEL
 N. RE: P430/DETAIL 6
 1) 2008/WATER FILTER PRIMARY
 2) 2008/WATER FILTER SECONDARY TO ICE MAKERS, COFFEE
 MAKERS, ETC.
 3) 2008/WATER FILTER BYPASS
  
 PART B: BASED UPON REVIEW OF PLAN SHEETS SURVEY 1 OF 1,
 C8, T1.0, T1.1, T1.2, T1.3, T2.0, T3.0, T4.0 AND T5.0,
 THE FOLLOWING COMMENTS APPLY.
  
 A SEPARATE PERMIT IS REQUIRED FOR REMOVAL AND
 DISPOSITION OF EXISTING FUEL TANKS AND DISPENSING
 SYSTEM
 A SEPARATE PERMIT IS REQUIRED FOR NEW FUEL TANKS AND
 DISPENSING SYSTEM
  
 PER WPB FBC 107.2.1:
 1. PROVIDE COPY OF PALM BEACH COUNTY OF ENVIRONMENTAL
 RESOURCES MANAGEMENT PERMIT
 2. PROVIDE MANUFACTURER?S DATA SHEETS FOR EACH FUEL
 TANK, DEAD MAN, TIE DOWN STRAPS, ANCHORING DETAILS AND
 ACCESSORIES.
 3. PROVIDE MANUFACTURER?S DATA SHEETS FOR TRANSITION
 SUMPS AND ACCESSORIES.
 4. PROVIDE MANUFACTURER?S DATA SHEETS FOR FUEL
 DISPENSERS AND ACCESSORIES.
  
  
  
 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
 (STAMPED/SEALED AND SIGNED BY DESIGNER OF RECORD IN
 ACCORDANCE WITH FS 471 FAC 61G15) INTO THE ORIGINAL
 SUBMITTAL AND REMOVE THE PREVIOUSLY REVIEWED SHEETS.
 ONE COPY OF THE PREVIOUSLY REVIEWED SHEETS SHOULD
 REMAIN IN PACKAGE AND BE MARKED "VOID".
  
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-805-6715
  
 19020380 2970 N MILITARY TRAIL
  
  
  
  
  
Review Stop P-GREASE GREASE INTERCEPTOR/TRAP REVIEW
Rev No 1 Status N Date 2019-08-19 Cont ID  
Sent By gjohnson Date 2019-08-19 Time 10:39 Rev Time 0.00
Received By gjohnson Date 2019-08-19 Time 10:39 Sent To  
Notes
2019-08-19 10:46:30GREASE INTERCEPTOR COMMENTS: CORRECT BEFORE PERMIT
 ISSUANCE
  
 1. SHTS C-8 AND C-8.1 SHOW DIFFERENT TANKS C8 SHOWS 2
 750 GAL C8.1 SHOWS 1 1250 GAL PROVIDE ACCURATE
 DRAWINGS. PER WPB AMEND TO FBC 107.2.1
  
 2. PROVIDE PIPING DETAIL TO MATCH SITE PLAN AND SHOWING
 REQUIRED CLEAN OUTS AND TEST PORT. PER WPB AMEND TO FBC
 107.2.1
  
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status N Date 2019-03-22 Cont ID  
Sent By shill Date 2019-03-22 Time 16:00 Rev Time 0.00
Received By shill Date 2019-03-22 Time 16:00 Sent To  
Notes
2019-03-22 16:00:50A SEPARATE ROOF PERMIT IS REQUIRED. PRIOR TO
 INSTALLATION, PRODUCT APPROVALS REVIEWED BY DESIGNER OF
 RECORD ARE TO BE SUBMITTED WITH THE ROOF SUB PERMIT
 APPLICATION.
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 6 Status P Date 2020-03-26 Cont ID  
Sent By shill Date 2020-03-26 Time 11:47 Rev Time 0.00
Received By shill Date 2020-03-26 Time 11:45 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 5 Status P Date 2019-11-14 Cont ID  
Sent By pvalenti Date 2019-11-14 Time 14:42 Rev Time 0.00
Received By pvalenti Date 2019-11-14 Time 14:42 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2019-09-13 Cont ID  
Sent By pvalenti Date 2019-09-13 Time 14:40 Rev Time 0.00
Received By pvalenti Date 2019-09-13 Time 14:40 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2019-08-16 Cont ID  
Sent By shill Date 2019-08-16 Time 06:52 Rev Time 0.00
Received By shill Date 2019-08-16 Time 06:52 Sent To  
Notes
2019-08-16 06:55:05CIVIL PAGES NOT SIGNED, BUT ORIGINALS ARE IN
 ENGINEERING DEPARTMENT
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2019-07-17 Cont ID  
Sent By pvalenti Date 2019-07-17 Time 14:09 Rev Time 0.00
Received By pvalenti Date 2019-07-17 Time 14:09 Sent To  
Notes
2019-07-17 14:14:32***CORRECTIONS***
 PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
  
 1. ALL PAGES ARE TO BE DIGITALLY SIGNED (NONE ARE
 SIGNED). IF THE DESIGN PROFESSIONALS DO NOT HAVE A
 DIGITAL SIGNATURE, ONE ORIGINAL SIGNED AND SEALED PLAN
 IDENTICAL TO THE PAGES SUBMITTED DIGITALLY IS TO BE
 SUBMITTED AT THE BUILDING DIVISION AFTER ALL REVIEWS
 HAVE PASSED.
 2. EACH SHEET IS TO BE IN COMPLIANCE WITH FS471 OR
 FS481 AS APPLICABLE (PRINTED NAME AND LICENSE NUMBER OF
 INDIVIDUAL SIGNING/SEALING THE PLAN, IMAGE OF A SEAL,
 COMPANY NAME AND LICENSE NUMBER, ADDRESS).
2019-07-14 13:44:45ELECTRICAL SHEETS: PER THE WPB AMENDMENTS TO THE FBC,
 EACH SHEET OF PLAN IS REQUIRED TO BE SIGNED AND SEALED
 BY THE PERSON RESPONSIBLE FOR THE DESIGN. A DIGITAL
 PLAN REQUIRES A DIGITAL SIGNATURE WITH THE PROPER THIRD
 PARTY VERIFICATION. SELF-CERTIFICATION IS NOT
 ACCEPTABLE FOR ENGINEERS. ADDITIONALLY, THE DIGITAL
 SIGNATURE MUST INCLUDE THE STATEMENT "SIGNED AND
 SEALED" AS PER FAC 61G15-23.004. PROVIDE CORRECTION.
 WPB FBC 107.1; FS 471/481
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2019-03-22 Cont ID  
Sent By shill Date 2019-03-22 Time 15:51 Rev Time 0.00
Received By shill Date 2019-03-22 Time 15:51 Sent To  
Notes
2019-03-28 16:04:17NO ELECTRONIC SEAL/ SIGNATURES FOR PLUMBING OR FUEL
 SYSTEMS JESMITH
2019-03-22 15:59:52SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. ALL PAGES ARE TO BE DIGITALLY SIGNED (NONE ARE
 SIGNED). IF THE DESIGN PROFESSIONALS DO NOT HAVE A
 DIGITAL SIGNATURE, ONE ORIGINAL SIGNED AND SEALED PLAN
 IDENTICAL TO THE PAGES SUBMITTED DIGITALLY IS TO BE
 SUBMITTED AT THE BUILDING DIVISION AFTER ALL REVIEWS
 HAVE PASSED.
  
 2. EACH SHEET IS TO BE IN COMPLIANCE WITH FS471 OR
 FS481 AS APPLICABLE (PRINTED NAME AND LICENSE NUMBER OF
 INDIVIDUAL SIGNING/SEALING THE PLAN, IMAGE OF A SEAL,
 COMPANY NAME AND LICENSE NUMBER, ADDRESS).
  
 FOR EXAMPLE:
  
 SHEET SP1 LACKS THE PRINTED NAME, LICENSE NUMER OF THE
 INDIVIDUAL TAKING RESPONSIBILITY FOR THE DESIGN. IT
 APPEARS THAT THERE ARE ITEMS WHICH APPEAR TO BE OUTSIDE
 THE SCOPE OF A LANDSCAPE ARCHITECT LICENSE, BUT THERE
 IS NO TITLE BLOCK FOR AN ARCHITECT OR ENGINEER.
  
 SHEET C3.1 HAS A TITLE BLOCK FOR WGI, BUT THE BUSINESS
 LICENSE NUMBER FOR WANTMAN GROUP, INC. NOTE THAT THE
 NAME WANTMAN GROUP, INC. DOES NOT APPEAR ON THE PLAN.
 PRIOR TO RESUBMITTING, CONFIRM WITH FBPE THAT THIS IS
 ACCEPTABLE.
  
 CHECK ALL SHEETS FOR COMPLIANCE.
2019-03-06 10:36:30IT WOULD APPEAR THAT THE COMPLETE SET OF 134 SHEETS
 ENCOMPASSING THE SUBMITTED PLANS ARE EITHER COPIES, OR
 JUST NOT ELECTRONICALLY SIGNED AND SEALED.
 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING
 ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS,
 REPORTS OR OTHER DOCUMENTS.
  
Review Stop Z ZONING
Rev No 5 Status P Date 2019-11-14 Cont ID  
Sent By hmtribou Date 2019-11-14 Time 15:33 Rev Time 0.00
Received By hmtribou Date 2019-11-14 Time 15:33 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 4 Status F Date   Cont ID  
Sent By   Date 2019-09-23 Time   Rev Time 0.00
Received By pgreilic Date 2019-09-23 Time 15:30 Sent To  
Notes
2019-09-23 15:30:16REQUIRES SITE PLAN APPROVAL
  
 PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]
Review Stop Z ZONING
Rev No 3 Status F Date   Cont ID  
Sent By   Date 2019-08-29 Time   Rev Time 0.00
Received By pgreilic Date 2019-08-29 Time 13:06 Sent To  
Notes
2019-08-29 13:07:04REQUIRES SITE PLAN APPROVAL
  
 PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]
Review Stop Z ZONING
Rev No 2 Status F Date   Cont ID  
Sent By   Date 2019-07-18 Time   Rev Time 0.00
Received By pgreilic Date 2019-07-18 Time 09:42 Sent To  
Notes
2019-07-18 09:42:37REQUIRES SITE PLAN APPROVAL
  
 PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date   Cont ID  
Sent By   Date 2019-04-05 Time   Rev Time 0.00
Received By pgreilic Date 2019-04-05 Time 12:20 Sent To  
Notes
2019-04-05 12:20:33REQUIRES CLASS B SPECIAL USE PERMIT
  
 PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]


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