Plan Review Details - Permit 21010992
Plan Review Stops For Permit 21010992
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2021-04-15 Cont ID  
Sent By cpuell Date 2021-04-15 Time 16:37 Rev Time 0.00
Received By cpuell Date 2021-04-15 Time 16:36 Sent To  
Notes
2021-04-15 16:37:56BLDG A GIVEN THE ADDRESS OF 1249 PALM BEACH LAKES BLVD
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2021-02-25 Cont ID  
Sent By cpuell Date 2021-02-25 Time 14:25 Rev Time 0.00
Received By cpuell Date 2021-02-25 Time 14:25 Sent To  
Notes
2021-02-25 14:26:36PLEASE INDICATE ON THE PLANS THE PRIMARY ENTRANCE ON
 THE SITE PLAN, PLEASE EMAIL PLAN TO [email protected]
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 2 Status N Date 2021-06-01 Cont ID  
Sent By scwelter Date 2021-06-01 Time 15:13 Rev Time 0.00
Received By scwelter Date   Time   Sent To  
Notes
2021-06-01 15:15:05DEVELOPMENT IS UNDER THE $500,000. PUBLIC ART
 REQUIREMENT N/A
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status F Date 2021-03-01 Cont ID  
Sent By jwitmer Date 2021-03-01 Time 10:06 Rev Time  
Received By jwitmer Date   Time   Sent To  
Notes
2021-03-01 10:06:31ART IN PUBLIC PLACES NOW ARTLIFE 1/14/2021
 THE CITY OF WEST PALM BEACH ART IN PUBLIC PLACES
 ORDINANCE REQUIREMENT THAT APPLIES TO ANY REMODEL OR
 NEW CONSTRUCTION PROJECT FOR WHICH THE PERMIT
 APPLICATION WAS SUBMITTED AFTER 6/29/14, AND THE TOTAL
 PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
 $500,000 WILL NEED TO COMPLY WITH THIS ORDINANCE.
 PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14
 DIRECTED THAT THIS ORDINANCE BE REVIEWED AFTER ONE YEAR
 OF IMPLEMENTATION AND THAT A REPORT ON THE
 IMPLEMENTATION ALONG WITH ANY SUGGESTED REVISIONS TO
 THE PROGRAM AND ORDINANCE BE BROUGHT BACK TO THE CITY
 COMMISSION.
 CHAPTER 78 -STREETS, SIDEWALKS AND PUBLIC PLACES, TO
 AMEND AND RESTATE ARTICLE V - ART IN PUBLIC PLACES AS
 ARTICLE V ? PUBLIC ART; AND TO AMEND AND RESTATE
 ARTICLE I ? IN GENERAL, SECTION 78-10 ? MONUMENTS;
 PROVIDING A SEVERABILITY AND CODIFICATION CLAUSE;
 PROVIDING AN EFFECTIVE DATE; AND FOR OTHER PURPOSES.
 CONSTRUCTION COSTS MEANS THE HARD COSTS ASSOCIATED WITH
 THE CONSTRUCTION OF A PROJECT EXCLUDING REAL PROPERTY
 ACQUISITION COSTS, ENVIRONMENTAL REMEDIATION COSTS,
 DEMOLITION COSTS, GRADING AND SITE PREPARATION COSTS,
 AND COSTS ASSOCIATED WITH SUBSEQUENT CHANGES IN
 CONSTRUCTION CONTRACTS. CALCULATIONS SHALL BE BASED ON
 CONSTRUCTION AND SITE IMPROVEMENT COSTS AS DECLARED ON
 ALL BUILDING PERMIT APPLICATIONS FOR THE PROJECT. FOR
 PURPOSES OF CALCULATING THE PUBLIC ART ASSESSMENT,
 CONSTRUCTION COSTS SHALL INCLUDE, BUT NOT BE LIMITED
 TO, ALL BUILDING, PLUMBING, MECHANICAL, AND ELECTRICAL
 PERMIT APPLICATIONS FOR THE PROJECT.
 EXTERIOR MEANS ANY PLACE, PUBLIC OR PRIVATE, OUTDOOR
 AND EXTERIOR TO BUILDINGS OR STRUCTURES AND EXPOSED TO
 PUBLIC VIEW, INCLUDING, BUT NOT LIMITED TO, BUILDINGS,
 PARKS, RIGHT-OF-WAY MEDIANS AND OPEN SPACES.
 LOCAL ARTIST IS AN ARTIST, AS DEFINED IN THIS SECTION,
 WHO RESIDES IN PALM BEACH COUNTY.
 MASTER PLAN MEANS THE PUBLIC ART MASTER PLAN, AS
 APPROVED BY THE CITY COMMISSION FROM TIME TO TIME.
 MURAL MEANS ANY DRAWING, ARTWORK, INSCRIPTION, OR
 MARKING THAT IS MARKED, ETCHED, DRAWN OR PAINTED ON ANY
 BUILDING OR STRUCTURE.
 PROJECT MEANS NEW CONSTRUCTION, RENOVATION WORK, OR
 FA?ADE IMPROVEMENTS REQUIRING A BUILDING PERMIT WHERE
 50 PERCENT OR MORE OF A BUILDING IS BEING MODIFIED,
 RENOVATED, EXPANDED, REBUILT OR IMPROVED BY
 CONSTRUCTION.
 FOR CONTACT INFORMATION PLEASE CONTACT:
 MS. SYBILLE WELTER ART IN PUBLIC PLACES / ARTLIFE
 COORDINATOR 822-1515 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date   Cont ID  
Sent By   Date 2021-06-24 Time 09:45 Rev Time 0.00
Received By jwitmer Date 2021-06-24 Time 08:26 Sent To  
Notes
2021-06-24 09:32:21BUILDING PROVISO: RESPONSE LETTER NOTES CIVIL DRAWINGS
 ARE ALREADY APPROVED. PLEASE NOTE THE ENGINEERING
 DEPARTMENT DOES NOT HAVE LICENSED REVIEWERS FOR
 ACCESSIBILITY. IN THE FIELD STRIPPING SHALL COMPLY WITH
 ACCESSIBLE PARKING SPACE / STALL PAINTING. 2020
 ACCESSIBILITY CODE SECTION 502.2 VEHICLE SPACES. EACH
 PARKING SPACE MUST BE AT LEAST 12 FEET WIDE, SHALL BE
 MARKED TO DEFINE THE WIDTH, AND SHALL HAVE AN ADJACENT
 ACCESS AISLE COMPLYING WITH 502.3.
 ADVISORY 502.3.3MARKING THE METHOD AND MARKING OF COLOR
 OF MARKING ARE NOT SPECIFIED BY THESE REQUIREMENTS BUT
 MAY BE ADDRESSED BY STATE OR LOCAL LAWS OR REGULATIONS.
 WEST PALM MUNI-CODE ARTICLE XV PARKING DETAIL, 94-485
 ILLUSTRATES WITH MEASUREMENTS FOR DOUBLE STRIPE STALL
 PAINTING.
 502.4 ACCESS AISLE & PARKING SPACE SAME LEVEL/ 502.4,
 FLOOR AND GROUND SURFACES. PARKING SPACES AND THE
 ACCESS AISLES SERVING THEM SHALL COMPLY WITH 302.
 ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING
 SPACES THEY SERVE.
 CHANGES IN LEVEL ARE NOT PERMITTED. EXCEPTION: SLOPES
 NOT GREATER THAN 1:48 SHALL BE PERMITTED. GIVE
 ELEVATION MARKERS TO SHOW COMPLIANCE.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2021-05-25 Cont ID  
Sent By jwitmer Date 2021-05-25 Time 08:56 Rev Time 0.00
Received By jwitmer Date 2021-05-24 Time 16:01 Sent To  
Notes
2021-05-25 08:49:55WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21010992
 ADD: 1225 PALM BEACH LAKES BLVD.
 CONT: VAN NESS & CALLAWAY CONSTRUCTION
 TEL: 561-371-0615
 E-MAIL: [email protected]
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2ND REVIEW
 DATE: TUESDAY MAY 25TH/ 2021
 ACTION: DENIED
  
 1) 2ND REQUEST. A CURRENT SURVEY DOES NOT SHOW THE
 LOCATION OF THE PROPOSED BUILDING, WITHOUT THE LOCATION
 OF THE PROPOSED BUILDING THE SURVEY IS USELESS. WE ARE
 TRYING TO SEE HOW COMPLIANCE WITH SECTION 503.2.1,
 504.4 AND 506.2, TABLE 602, 705, TABLE 705.8, & SECTION
 716 OF THE 2020 FBC-B.
 1ST ROUND COMMENTS. THE TITLE-SHEET DOES NOT LIST A
 CURRENT SURVEY, OR SITE PLAN. THE TITLE-SHEET LIST
 THERE ARE CIVIL PLANS UNDER SEPARATE COVER. THE
 APPLICATION MYGEONAV SHOWS THERE IS A BUILDING AND
 PARKING LOT AT THIS LOCATION ALREADY. PLEASE PROVIDE AN
 UP TO DATE SURVEY SHOWING THE PRESENT BUILDING AND THE
 LOCATION OF THE PROPOSED BUILDING. PLEASE SHOW HOW
 COMPLIANCE WITH SECTION 503.2.1 OF THE 2020
 FBC-BUILDING ARE GOING TO BE ACCOMPLISHED. TWO
 BUILDINGS ON THE SAME LOT SHALL BE REGULATED AS
 SEPARATE BUILDINGS OR SHALL BE CONSIDERED AS PORTIONS
 OF ONE BUILDING WHERE THE BUILDING HEIGHT, NUMBER OF
 STORIES OF EACH BUILDING AND THE AGGREGATE BUILDING
 AREA OF THE BUILDINGS ARE WITHIN THE LIMITATIONS
 SPECIFIED IN SECTIONS 504.4 AND 506.2. OR. TWO
 BUILDINGS ON THE SAME LOT ARE CONSIDERED INDEPENDENTLY
 FOR COMPLIANCE WITH THE REQUIREMENTS OF THE CODE.
 SECTION 705.3 REQUIRES THAT WHEN TWO BUILDINGS ARE ON
 THE SAME LOT, AN IMAGINARY LINE IS ASSUMED BETWEEN THE
 BUILDINGS. THIS IS USED TO DETERMINE THE APPROPRIATE
 EXTERIOR WALL FIRE-RESISTANCE RATINGS IN TABLE 602,
 EXTERIOR WALL REQUIREMENTS OF SECTION 705, PROJECTION
 REQUIREMENTS OF SECTION 705.2 AND OPENING PROTECTIVE
 RATINGS AND REQUIREMENTS SET FORTH IN TABLE 705.8 AND
 SECTION 716 (ALSO SEE THE COMMENTARY FOR THE DEFINITION
 OF FIRE SEPARATION DISTANCE).
  
 2-3) COMPLIED.
  
 4A) 2ND REQUEST. THE PLANS SUBMITTED DO NOT COMPLY WITH
 THE NORMAL NAMING CONVENTION FOR PLANS. THIS IS THE
 FIRST TIME I?VE SEEN ALL OF THE 100 SERIES SHEETS
 GROUPED TOGETHER FOR ALL TRADES THEN ALL 200 SERIES
 SHEETS FOR ALL TRADES. ALL ARCHITECTURAL PLANS GROUPED
 TOGETHER NUMERICALLY, ALL ELECTRICAL PLANS GROUPED
 TOGETHER NUMERICALLY, ALL MECHANICAL PLANS GROUPED
 TOGETHER NUMERICALLY, PLUMBING AND GAS PLANS GROUPED
 TOGETHER NUMERICALLY AND THEN LAST THE STRUCTURAL PLANS
 GROUPED TOGETHER NUMERICALLY.
 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.
 4B) COMPLIED. 2ND REVIEW NEW COMMENT STRUCTURAL SHEETS
 IN THIS SUBMISSION.
 1ST ROUND OF COMMENTS. THE TITLE SHEET INDICATES IN
 THIS SUBMISSION OF PLANS INCLUDED IN THIS SET OF PLANS
 THERE SHOULD BE STRUCTURAL SHEETS S-1.0 -S4.4, 8
 STRUCTURAL SHEETS. THESE SHEETS WERE NOT UPLOADED AND
 COULD NOT BE REVIEWED. 2020 FBC-BUILDING. QUESTIONABLE
 SOILS. 1803.5.2 QUESTIONABLE SOIL. WHERE THE
 CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL
 IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO
 THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING
 OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
 GEOTECHNICAL INVESTIGATION BE CONDUCTED.
  
  
 5) 2ND REQUEST, PLEASE TELL ME ON WHICH SHEETS THE WIND
 DESIGN AND ASSOCIATED PRESSURES CAN BE FOUND. MISSING
 STRUCTURAL SHEETS. 2020 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:
  
 5.1. 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.
  
 5.2. RISK CATEGORY.
  
 5.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE. ASCE 7-16 TABLE 30.3.1.
  
 5.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 5.5. 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.
  
 5.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. ASCE 7-16 TABLE 30.3.1. 1609.3.1 WIND SPEED
 CONVERSION VULT TO VASD.
  
 6) 2ND REQUEST. MISSING THE SOILS REPORT, IT IS NOT
 LISTED IN THE DOCUMENT FOLDER.
 2020 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 107.3.5 MINIMUM PLAN
 REVIEW CRITERIA. 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:
 STRUCTURAL REQUIREMENTS SHALL INCLUDE:
 SOIL CONDITIONS/ANALYSIS
 TERMITE PROTECTION
 DESIGN LOADS
 WIND REQUIREMENTS
 BUILDING ENVELOPE
 WALL SYSTEMS
 FLOOR SYSTEMS
 ROOF SYSTEMS
 MATERIALS SHALL BE REVIEWED AND SHALL AT A MINIMUM
 INCLUDE THE FOLLOWING:
 WOOD
 STEEL
 ALUMINUM
 CONCRETE
 PLASTIC
 GLASS
 MASONRY
 GYPSUM BOARD AND PLASTER
 INSULATING (MECHANICAL)
 ROOFING
 INSULATION
  
 7) COMPLIED. WOOD TRUSSES.
  
 8) COMPLIED.
  
 9A) COMPLIED. SHEET A6.0 CONSTRUCTION DETAIL # 14.
  
 9B) 2ND REQUEST. THE DETAIL ALSO STATES THIS CURB TYPE
 IS A KNOCK-DOWN FLAT METAL CURB BY RTU SUPPLIER. PLEASE
 PROVIDE THE ATTACHMENT OF THE ROOF CURB TO THE MWFRS
 (MAIN WIND FORCE RESISTING SYSTEM) AND THE RTU UNIT TO
 THE CURB.
 2020 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.
 2020 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.
  
 9C) 2ND REQUEST. SHEET A6.0 DETAIL 18 SHOWS ROOF TOP
 EXHAUST FANS AND CURBS SHEET M-3.1 SHOWS STRATOVENT
 ROOF TOP EXHAUST FAN DETAILS, NO ANCHORING DETAILS. NO
 ANCHORING DETAILS FOUND IN THE STRUCTURAL SHEETS. SEE
 COMMENT 9B REPEATED.
  
 10) COMPLIED. SHEET ADA.1: THE DETAILS FOR THE TOILET
 PAPER DISPENSER.
  
  
 11) 2ND REQUEST. SHEET ADA 2 HAS A DETAIL CIRCLED ON
 SHEET ADA1.2 DETAIL 11. THERE IS NO SUCH SHEET IN THIS
 SET OF DRAWINGS. SHEET ADA.2 INDICATES AA ENLARGED
 ACCESSIBLE PARKING DETAIL AND ACCESS AISLE, DETAIL 16
 OF ADA1.1. THIS SHEET NOT INCLUDED IN THIS SET OF PLANS
 NOR THE INDEX SHEET.
 ACCESSIBLE PARKING SPACE / STALL PAINTING.
 2020 ACCESSIBILITY CODE SECTION 502.2 VEHICLE SPACES.
 EACH PARKING SPACE MUST BE AT LEAST 12 FEET WIDE, SHALL
 BE MARKED TO DEFINE THE WIDTH, AND SHALL HAVE AN
 ADJACENT ACCESS AISLE COMPLYING WITH 502.3.
 ADVISORY 502.3.3MARKING THE METHOD AND MARKING OF COLOR
 OF MARKING ARE NOT SPECIFIED BY THESE REQUIREMENTS BUT
 MAY BE ADDRESSED BY STATE OR LOCAL LAWS OR REGULATIONS.
 WEST PALM MUNI-CODE ARTICLE XV PARKING DETAIL, 94-485
 ILLUSTRATES WITH MEASUREMENTS FOR DOUBLE STRIPE STALL
 PAINTING.
  
 502.4 ACCESS AISLE & PARKING SPACE SAME LEVEL/ 502.4,
 FLOOR AND GROUND SURFACES. PARKING SPACES AND THE
 ACCESS AISLES SERVING THEM SHALL COMPLY WITH 302.
 ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING
 SPACES THEY SERVE.
 CHANGES IN LEVEL ARE NOT PERMITTED. EXCEPTION: SLOPES
 NOT GREATER THAN 1:48 SHALL BE PERMITTED. GIVE
 ELEVATION MARKERS TO SHOW COMPLIANCE.
  
 12) 2ND REQUEST.!!!!! THE SUBMITTED PRODUCT APPROVALS
 WERE NOT REVIEWED THIS CYCLE SINCE THERE WERE NO
 STRUCTURAL DRAWINGS WHICH WOULD HAVE HAD THE WIND
 DESIGN CRITERIA LISTED AND THE ASSOCIATED PRESSURES.
  
 12A) COMPONENTS & CLADDING. 2020 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,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS & FANS
 (G) PRE-ENGINEERED A/C STANDS
  
 12B) 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 (SHOP DRAWING STAMP OF APPROVAL) 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.
  
 12C) 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.
  
 12D) 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. 2020 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.
  
 12E) 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.
  
 12F) 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.
  
 12G) 2020 FBC-B 1011.16 LADDERS. PERMANENT LADDERS
 SHALL NOT SERVE AS A PART OF THE MEANS OF EGRESS FROM
 OCCUPIED SPACES WITHIN A BUILDING. PERMANENT LADDERS
 SHALL BE PERMITTED TO PROVIDE ACCESS TO THE FOLLOWING
 AREAS:
 1.SPACES FREQUENTED ONLY BY PERSONNEL FOR MAINTENANCE,
 REPAIR OR MONITORING OF EQUIPMENT.
 5.NONOCCUPIED ROOFS THAT ARE NOT REQUIRED TO HAVE
 STAIRWAY ACCESS IN ACCORDANCE WITH SECTION
 1011.12.1.
 6.LADDERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
 SECTION 306.5 OF THE FLORIDA BUILDING CODE,
 MECHANICAL.
 LADDERS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN
 CRITERIA:
 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR
 ROOF EDGE NOT LESS THAN 30 INCHES (762 MM).
 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14
 INCHES (356 MM) ON CENTER.
 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN
 6-INCHES (152 MM) DEEP.
 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM)
 BETWEEN RAILS.
 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM)
 DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND
 (136.1 KG) LOAD.
 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE
 PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF
 WITHSTANDING 100 POUNDS PER SQUARE FOOT (488.2 KG/M2).
 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY
 APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE
 REQUIRED ACCESS SHALL BE NOT LESS THAN 24-INCHES (610
 MM) WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR
 SERVICE PLATFORMS.
  
 12H) ROOF TOP HATCHES/ ROOF ACCESS/ 2020 FBC-B
 1011.12.2. IN BUILDINGS THAT DO NOT HAVE AN OCCUPIED
 ROOF SHALL BE PERMITTED TO BE A ROOF HATCH OR TRAP DOOR
 NOT LESS THAN 16 SQUARE FEET IN AREA AND HAVING A
 MINIMUM DIMENSION OF 2 FEET.
  
 13) 2ND REQUEST. 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/ADMINISTRAT
 ION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected] .
  
 14) 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.
 WORKING HOURS ARE MON.- WED. 8:00 AM- NOON. PART-TIME/
 RETIRED.
  
 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]
  
 DEVELOPMENT SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2021-03-01 Cont ID  
Sent By jwitmer Date 2021-03-01 Time 12:45 Rev Time 0.00
Received By jwitmer Date 2021-03-01 Time 10:00 Sent To  
Notes
2021-03-01 12:45:50WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21010992
 ADD: 1225 PALM BEACH LAKES BLVD.
 CONT: VAN NESS & CALLAWAY CONSTRUCTION
 TEL: 561-371-0615
 E-MAIL: [email protected]
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: MONDAY MARCH 01ST/ 2021
 ACTION: DENIED
  
 1) THE TITLE-SHEET DOES NOT LIST A CURRENT SURVEY, OR
 SITE PLAN. THE TITLE-SHEET LIST THERE ARE CIVIL PLANS
 UNDER SEPARATE COVER. THE APPLICATION MYGEONAV SHOWS
 THERE IS A BUILDING AND PARKING LOT AT THIS LOCATION
 ALREADY. PLEASE PROVIDE AN UP TO DATE SURVEY SHOWING
 THE PRESENT BUILDING AND THE LOCATION OF THE PROPOSED
 BUILDING. PLEASE SHOW HOW COMPLIANCE WITH SECTION
 503.2.1 OF THE 2020 FBC-BUILDING ARE GOING TO BE
 ACCOMPLISHED. TWO BUILDINGS ON THE SAME LOT SHALL BE
 REGULATED AS SEPARATE BUILDINGS OR SHALL BE CONSIDERED
 AS PORTIONS OF ONE BUILDING WHERE THE BUILDING HEIGHT,
 NUMBER OF STORIES OF EACH BUILDING AND THE AGGREGATE
 BUILDING AREA OF THE BUILDINGS ARE WITHIN THE
 LIMITATIONS SPECIFIED IN SECTIONS 504.4 AND 506.2. OR.
 TWO BUILDINGS ON THE SAME LOT ARE CONSIDERED
 INDEPENDENTLY FOR COMPLIANCE WITH THE REQUIREMENTS
 OF THE CODE. SECTION 705.3 REQUIRES THAT WHEN TWO
 BUILDINGS ARE ON THE SAME LOT, AN ?IMAGINARY? LINE IS
 ASSUMED BETWEEN THE BUILDINGS. THIS IS USED TO
 DETERMINE THE APPROPRIATE EXTERIOR WALL FIRE-RESISTANCE
 RATINGS IN TABLE 602, EXTERIOR WALL REQUIREMENTS OF
 SECTION 705, PROJECTION REQUIREMENTS OF SECTION 705.2
 AND OPENING PROTECTIVE RATINGS AND REQUIREMENTS SET
 FORTH IN TABLE 705.8 AND SECTION 716 (ALSO SEE THE
 COMMENTARY FOR THE DEFINITION OF ?FIRE SEPARATION
 DISTANCE?).
  
 2) WITH 2 BUILDINGS ON THE SAME LOT EACH BUILDING IS
 REQUIRED TO HAVE THEIR OWN SEPARATE ADDRESS AND A SITE
 ADDRESS AS WELL.
 2020 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.2.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
 EXTENT OF THE WORK PROPOSED.
  
  
  
 3) THIS ROUND OF REVIEW, THERE WERE NO DOCUMENTS
 SUBMITTED FOR THE ENERGY REVIEW UNDER THE 2020
 FBC-ENERGY. 2020 ENERGY CODE SECTION C401.2
 APPLICATION.
 COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE OF THE
 FOLLOWING:
 3.1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1,
 EXCLUDING SECTION 9.4.1.1(G) OF THE STANDARD.
 3.2. THE REQUIREMENTS OF SECTIONS C402 THROUGH C405. IN
 ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY WITH
 SECTION C406 AND TENANT SPACES SHALL COMPLY WITH
 SECTION C406.1.1.
 3.3. THE REQUIREMENTS OF SECTIONS C402.5, C403.2, C404,
 C405.2, C405.3, C405.5, C405.6 AND C407. THE BUILDING
 ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85 PERCENT
 OF THE STANDARD REFERENCE DESIGN BUILDING.
  
 4) THE TITLE SHEET INDICATES IN THIS SUBMISSION OF
 PLANS INCLUDED IN THIS SET OF PLANS THERE SHOULD BE
 STRUCTURAL SHEETS S-1.0 -S4.4, 8 STRUCTURAL SHEETS.
 THESE SHEETS WERE NOT UPLOADED AND COULD NOT BE
 REVIEWED. 2020 FBC-BUILDING. QUESTIONABLE SOILS.
 1803.5.2 QUESTIONABLE SOIL. WHERE THE CLASSIFICATION,
 STRENGTH OR COMPRESSIBILITY OF THE SOIL IS IN DOUBT OR
 WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED
 IN THIS CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL BE
 PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION
 BE CONDUCTED.
  
  
 5) MISSING STRUCTURAL SHEETS. 2020 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:
  
 5.1. 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.
  
 5.2. RISK CATEGORY.
  
 5.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE. ASCE 7-16 TABLE 30.3.1.
  
 5.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 5.5. 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.
  
 5.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. ASCE 7-16 TABLE 30.3.1. 1609.3.1 WIND SPEED
 CONVERSION VULT TO VASD.
  
 6) 2020 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION 107.3.5
 MINIMUM PLAN REVIEW CRITERIA. 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:
 STRUCTURAL REQUIREMENTS SHALL INCLUDE:
 SOIL CONDITIONS/ANALYSIS
 TERMITE PROTECTION
 DESIGN LOADS
 WIND REQUIREMENTS
 BUILDING ENVELOPE
 WALL SYSTEMS
 FLOOR SYSTEMS
 ROOF SYSTEMS
 MATERIALS SHALL BE REVIEWED AND SHALL AT A MINIMUM
 INCLUDE THE FOLLOWING:
 WOOD
 STEEL
 ALUMINUM
 CONCRETE
 PLASTIC
 GLASS
 MASONRY
 GYPSUM BOARD AND PLASTER
 INSULATING (MECHANICAL)
 ROOFING
 INSULATION
  
 7) POSSIBLE REQUIREMENT, ARCHITECTURAL SHEETS SHOW WOOD
 TRUSSES AND PLYWOOD SHEATHING. IF BAR JOIST AND METAL
 DECK SYSTEM ARE USED. WELDED OR BOLTED CONNECTIONS.
 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.
 2020 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.
  
 8) THE ROOF PLAN HAS A NOTE THE PRIMARY AND OVERFLOW
 SCUPPER OPENINGS ARE TO BE SIZED PER U.P.C. APPENDIX D
 AND LOCAL CODE REQUIREMENTS. PLEASE REVIEW IN THE 2020
 FBC-B SECTIONS:
 1503.4 ROOF DRAINAGE. UNLESS ROOFS ARE SLOPED TO DRAIN
 OVER ROOF EDGES, DESIGN AND INSTALLATION OF ROOF
 DRAINAGE SYSTEMS
 SHALL COMPLY WITH SECTION 1503 AND THE FLORIDA BUILDING
 CODE, PLUMBING, CHAPTER 11.
 1503.4.2.1 OVERFLOW SCUPPERS. AN OVERFLOW SCUPPER SHALL
 BE SIZED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,
 PLUMBING.
  
 9A) SHEET A6.0 CONSTRUCTION DETAILS, HVAC CURB. PLEASE
 NOTE WITHOUT THE ROOF INSULATION THICKNESS THE HEIGHT
 OF THE ROOF CURB IS A UNKNOWN. THE PLAN STATES 8 INCH
 MINIMUM TO 1FOOT 2 INCHES TO THE TOP OF CURB. THE 2020
 FBC-B SECTION 1510.10 STATES THE CURB TO BE A MINIMUM
 OF 8 INCHES ABOVE THE FINISHED ROOF HEIGHT.
  
 9B) THE DETAIL ALSO STATES THIS CURB TYPE IS A
 KNOCK-DOWN FLAT METAL CURB BY RTU SUPPLIER. PLEASE
 PROVIDE THE ATTACHMENT OF THE ROOF CURB TO THE MWFRS
 (MAIN WIND FORCE RESISTING SYSTEM) AND THE RTU UNIT TO
 THE CURB.
  
 2020 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.
  
 2020 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.
  
 9C) SHEET A6.0 DETAIL 18 SHOWS ROOF TOP EXHAUST FANS
 AND CURBS. SEE COMMENT 9B REPEATED.
  
 10) SHEET ADA.1: THE DETAILS FOR THE TOILET PAPER
 DISPENSER DOES NOT PROVIDE THE DISTANCE FROM THE FRONT
 OF THE WATER CLOSET TO THE CENTERLINE OF THE DISPENSER.
 2020 FBC-ACCESSIBILITY CODE, TOILET PAPER DISPENSERS.
 604.7. THE TOILET PAPER DISPENSER SHALL COMPLY WITH
 309.4 AND SHALL BE 7 INCHES MINIMUM TO 9 INCHES MAXIMUM
 IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE
 OF THE DISPENSER.
  
 THE OUTLET OF THE DISPENSER SHALL BE 15 INCHES MINIMUM
 AND 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR AND SHALL
 NOT BE LOCATED BEHIND THE GRAB BARS.
  
  
 11) SHEET ADA.2 INDICATES AA ENLARGED ACCESSIBLE
 PARKING DETAIL AND ACCESS AISLE, DETAIL 16 OF ADA1.1.
 THIS SHEET NOT INCLUDED IN THIS SET OF PLANS NOR THE
 INDEX SHEET.
 ACCESSIBLE PARKING SPACE / STALL PAINTING.
 2020 ACCESSIBILITY CODE SECTION 502.2 VEHICLE SPACES.
 EACH PARKING SPACE MUST BE AT LEAST 12 FEET WIDE, SHALL
 BE MARKED TO DEFINE THE WIDTH, AND SHALL HAVE AN
 ADJACENT ACCESS AISLE COMPLYING WITH 502.3.
 ADVISORY 502.3.3MARKING THE METHOD AND MARKING OF COLOR
 OF MARKING ARE NOT SPECIFIED BY THESE REQUIREMENTS BUT
 MAY BE ADDRESSED BY STATE OR LOCAL LAWS OR REGULATIONS.
 WEST PALM MUNI-CODE ARTICLE XV PARKING DETAIL, 94-485
 ILLUSTRATES WITH MEASUREMENTS FOR DOUBLE STRIPE STALL
 PAINTING.
  
 502.4 ACCESS AISLE & PARKING SPACE SAME LEVEL/ 502.4,
 FLOOR AND GROUND SURFACES. PARKING SPACES AND THE
 ACCESS AISLES SERVING THEM SHALL COMPLY WITH 302.
 ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING
 SPACES THEY SERVE.
 CHANGES IN LEVEL ARE NOT PERMITTED. EXCEPTION: SLOPES
 NOT GREATER THAN 1:48 SHALL BE PERMITTED. GIVE
 ELEVATION MARKERS TO SHOW COMPLIANCE.
  
 12) THE SUBMITTED PRODUCT APPROVALS WERE NOT REVIEWED
 THIS CYCLE SINCE THERE WERE NO STRUCTURAL DRAWINGS
 WHICH WOULD HAVE HAD THE WIND DESIGN CRITERIA LISTED
 AND THE ASSOCIATED PRESSURES.
  
 12A) COMPONENTS & CLADDING. 2020 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,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS & FANS
 (G) PRE-ENGINEERED A/C STANDS
  
 12B) 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 (SHOP DRAWING STAMP OF APPROVAL) 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.
  
 12C) 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.
  
 12D) 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. 2020 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.
  
 12E) 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.
  
 12F) 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.
  
 12G) 2020 FBC-B 1011.16 LADDERS. PERMANENT LADDERS
 SHALL NOT SERVE AS A PART OF THE MEANS OF EGRESS FROM
 OCCUPIED SPACES WITHIN A BUILDING. PERMANENT LADDERS
 SHALL BE PERMITTED TO PROVIDE ACCESS TO THE FOLLOWING
 AREAS:
 1.SPACES FREQUENTED ONLY BY PERSONNEL FOR MAINTENANCE,
 REPAIR OR MONITORING OF EQUIPMENT.
 5.NONOCCUPIED ROOFS THAT ARE NOT REQUIRED TO HAVE
 STAIRWAY ACCESS IN ACCORDANCE WITH SECTION
 1011.12.1.
 6.LADDERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
 SECTION 306.5 OF THE FLORIDA BUILDING CODE,
 MECHANICAL.
 LADDERS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN
 CRITERIA:
 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR
 ROOF EDGE NOT LESS THAN 30 INCHES (762 MM).
 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14
 INCHES (356 MM) ON CENTER.
 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN
 6-INCHES (152 MM) DEEP.
 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM)
 BETWEEN RAILS.
 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM)
 DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND
 (136.1 KG) LOAD.
 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE
 PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF
 WITHSTANDING 100 POUNDS PER SQUARE FOOT (488.2 KG/M2).
 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY
 APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE
 REQUIRED ACCESS SHALL BE NOT LESS THAN 24-INCHES (610
 MM) WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR
 SERVICE PLATFORMS.
  
 12H) ROOF TOP HATCHES/ ROOF ACCESS/ 2020 FBC-B
 1011.12.2. IN BUILDINGS THAT DO NOT HAVE AN OCCUPIED
 ROOF SHALL BE PERMITTED TO BE A ROOF HATCH OR TRAP DOOR
 NOT LESS THAN 16 SQUARE FEET IN AREA AND HAVING A
 MINIMUM DIMENSION OF 2 FEET.
  
 13) 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/ADMINISTRAT
 ION/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.
  
 14) 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.
 WORKING HOURS ARE MON.- WED. 8:00 AM- NOON. PART-TIME/
 RETIRED.
  
 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]
  
 DEVELOPMENT SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953.
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2021-06-24 Cont ID  
Sent By jleahy Date 2021-06-24 Time 08:04 Rev Time 0.00
Received By jleahy Date 2021-06-24 Time 07:38 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2021-05-27 Cont ID  
Sent By equinone Date 2021-05-27 Time 16:44 Rev Time 0.00
Received By equinone Date 2021-05-27 Time 16:27 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2021-03-17 Cont ID  
Sent By equinone Date 2021-03-17 Time 15:13 Rev Time 0.00
Received By equinone Date 2021-03-17 Time 14:01 Sent To  
Notes
2021-03-17 15:13:57CODES IN EFFECT
 CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2020
 7TH ED, CHAPTER 1.
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2020
 7TH EDITION
 FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2020
 7TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2020 7TH EDITION
 NEC = NFPA 70 2017 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
 FAC = FLORIDA ADMINISTRATIVE CODE
  
 REVIEW STATUS: FAILED. PLEASE SEE COMMENTS BELOW:
  
 1) SHEET E7.0 (COMPLIANCE REPORT): COMPLIANCE REPORT
 AND CALCULATIONS SHOULD BE DONE ACCORDING TO THE FBC
 ENERGY CONSERVATION 2020 7TH EDITION
  
 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 OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
 IF THE RESUBMITTAL IS NOT PREPARED BY A DESIGN
 PROFESSIONAL (ARCHITECT OR ENGINEER), AND THE PAGES ARE
 11X17 OR SMALLER, YOU MAY RESUBMIT, ALONG WITH A
 COMPLETED RESUBMITTAL FORM, VIA EMAIL TO
 [email protected]. THE EMAIL SHOULD INCLUDE THE PERMIT
 NUMBER AND "RESUBMITTAL" IN THE SUBJECT LINE. THE
 RESUBMITTAL FORM CAN BE FOUND AT THIS WEBSITE:
 HTTPS://WWW.WPB.ORG/GOVERNMENT/DEVELOPMENT-SERVICES/FOR
 MS
 ENRIQUE QUINONEZ P.E.
 ELECTRICAL PLANS EXAMINER
 DEVELOPMENT SERVICES
 CITY OF WEST PAM BEACH
 401 CLEMATIS STREET, 1ST FLOOR
 WEST PALM BEACH, FL 33401
  
 FEEL FREE TO CONTACT ME IF YOU WISH TO DISCUSS,
 561-805-6746.
  
Review Stop E-LOWVOLT ELECTRICAL LOW VOLTAGE
Rev No 1 Status P Date 2022-02-28 Cont ID  
Sent By jleahy Date 2022-02-28 Time 13:54 Rev Time 0.00
Received By jleahy Date 2022-02-28 Time 13:54 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2021-06-01 Cont ID  
Sent By rrossano Date 2021-06-01 Time   Rev Time 0.00
Received By rrossano Date 2021-06-01 Time   Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2021-03-31 Cont ID  
Sent By rrossano Date 2021-03-31 Time   Rev Time  
Received By rrossano Date 2021-03-31 Time   Sent To  
Notes
2021-03-31 08:58:54CURRENTLY UNDER REVIEW AS ENGINEERING SUBMITTAL
 E21020005.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2021-03-02 Cont ID  
Sent By pleduc Date 2021-03-02 Time   Rev Time 0.00
Received By pleduc Date 2021-03-02 Time 12:41 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 3 Status P Date 2021-06-29 Cont ID  
Sent By jesmith Date 2021-06-24 Time 16:05 Rev Time 0.00
Received By jesmith Date 2021-06-24 Time 15:49 Sent To  
Notes
2021-06-29 15:59:3621010992 1225 PALM BEACH LAKES BLVD
  
  
 GAS COMMENTS: APPROVED
  
 ALL WORK PER STATE AND CITY CODES SUBJECT TO FIELD
 INSPECTOR'S APPROVAL
  
 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.
  
 COMBUSTION AIR CALCULATIONS PROVIDED ON M-2.0
  
 CITY OF WEST PALM BEACH GAS PIPING AFFIDAVIT OR
 MANOMETER TEST DOCUMENT REQUIRED AT JOBSITE FOR FINAL
 GAS INSPECTION. CALL 561-805-6692 FOR FURTHER
 INFORMATION
  
 THE INSTALLATION MANUALS FOR ALL GAS
 APPLIANCES/EQUIPMENT SHALL BE AT JOB SITE FOR FINAL GAS
 INSPECTION
  
 A GAS SUB PERMIT IS REQUIRED
2021-06-29 10:34:18HOLD FOR REVISED DRAWINGS FROM ENGINEER
2021-06-24 16:04:58CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH 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 2020
 7TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2020 7TH EDITION
 FBC PL = FLORIDA PLUMBING CODE 2020 7TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2020 7TH EDITION
 NFPA 54 = NATIONAL FUEL GAS CODE
 NFPA 58 = LIQUIFIED PETROLEUM GAS CODE
 NFPA 96 = STANDARD FOR VENTILATION CONTROL AND FIRE
 PROTECTION OF COMMERCIAL COOKING OPERATIONS 2017
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 21010992 1225 PALM BEACH LAKES BLVD
  
 3RD REVIEW
  
 GAS COMMENTS: DENIED
  
 1. PREVIOUS REQUEST: PER WPB FBC 107.2.1, SUBMIT
 CALCULATIONS FOR COMBUSTION AIR PER FBC FG 304.1. THIS
 IS NOT TO BE CONFUSED WITH MAKE-UP AIR. RESPONSE FROM
 ENGINEER; COMBUSTION AIR TO BE PROVIDED VIA DIRECT
 VENT. KEYNOTE 14 (THE NOTE IS 13) ON WASTE AND VENT
 PLAN P2.0 HAS BEEN REVISED TO REFLECT THIS. THIS
 ADDRESSES COMBUSTION AIR FOR THE TANKLESS WATER HEATERS
 BUT DOES NOT ADDRESS THE APPLIANCES ON THE COOKING
 LINE. PER WPB FBC 107.2.1, PROVIDE CALCULATIONS FOR
 COMBUSTION AIR PER FBC FG 304.1. THIS IS NOT TO BE
 CONFUSED WITH MAKE-UP AIR.
  
 RESPONSE: PER FBC FG 304.9, THE 455,000 BTU/H COOKING
 LINE REQUIRES 159.25 CFM OF MECHANICALLY SUPPLIED
 COMBUSTION AIR. THIS REQUIREMENT IS MET BY THE KITCHEN
 RTU PROVIDING 770 CFM OF OUTDOOR AIR TO THE SPACE.
  
 NEW COMMENT: PER WPB FBC 107.2.1, PROVIDE THIS
 INFORMATION ON THE PLANS.
  
 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]
 MOBILE 561-243-0882
 PLEASE NOTE THAT I TYPICALLY WORK ON TUESDAYS AND
 THURSDAYS.
  
 21010992 1225 PALM BEACH LAKES BLVD
  
Review Stop G GAS REVIEW
Rev No 2 Status F Date 2021-05-25 Cont ID  
Sent By jesmith Date 2021-05-25 Time 16:01 Rev Time 0.00
Received By jesmith Date 2021-05-25 Time 09:22 Sent To  
Notes
2021-05-25 15:59:31CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH 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 2020
 7TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2020 7TH EDITION
 FBC PL = FLORIDA PLUMBING CODE 2020 7TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2020 7TH EDITION
 NFPA 54 = NATIONAL FUEL GAS CODE
 NFPA 58 = LIQUIFIED PETROLEUM GAS CODE
 NFPA 96 = STANDARD FOR VENTILATION CONTROL AND FIRE
 PROTECTION OF COMMERCIAL COOKING OPERATIONS 2017
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 21010992 1225 PALM BEACH LAKES BLVD
  
 2ND REVIEW
  
 GAS COMMENTS: DENIED
  
 SECOND REQUEST: PER WPB FBC 107.2.1, SUBMIT
 CALCULATIONS FOR COMBUSTION AIR PER FBC FG 304.1. THIS
 IS NOT TO BE CONFUSED WITH MAKE-UP AIR.
 RESPONSE FROM ENGINEER; COMBUSTION AIR TO BE PROVIDED
 VIA DIRECT VENT. KEYNOTE 14 (THE NOTE IS ACTUALLY 13)
 ON WASTE AND VENT PLAN P2.0 HAS BEEN REVISED TO REFLECT
 THIS.
 THIS ADDRESSES COMBUSTION AIR FOR THE TANKLESS WATER
 HEATERS BUT DOES NOT ADDRESS THE APPLIANCES ON THE
 COOKING LINE. PER WPB FBC 107.2.1, PROVIDE CALCULATIONS
 FOR COMBUSTION AIR PER FBC FG 304.1. THIS IS NOT TO BE
 CONFUSED WITH MAKE-UP AIR.
  
 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]
 MOBILE 561-243-0882
 PLEASE NOTE THAT I TYPICALLY WORK ON TUESDAYS AND
 THURSDAYS.
  
 21010992 1225 PALM BEACH LAKES BLVD
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2021-03-30 Cont ID  
Sent By jesmith Date 2021-03-30 Time 14:48 Rev Time 0.00
Received By jesmith Date 2021-03-25 Time 09:04 Sent To  
Notes
2021-03-30 14:46:56CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2020
 7TH EDITION
 FBC PL = FLORIDA PLUMBING CODE 2020 7TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2020 7TH EDITION
 NFPA 54 = NATIONAL FUEL GAS CODE
 NFPA 58 = LIQUIFIED PETROLEUM GAS CODE
 NFPA 96 = STANDARD FOR VENTILATION CONTROLAND FIRE
 PROTECTION OF COMMERCIAL COOKING OPERATIONS 2017
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 21010992 1225 PALM BEACH LAKES BLVD
  
 1ST REVIEW
 GAS COMMENTS: DENIED
  
 1.PLEASE NOTE THAT P3.0, NOTE 18 INDICATES A SINGLE
 EXHAUST FOR THE WATER HEATER REFERENCING P6.0,
 DETAIL.THIS NEEDS TO BE ADDRESSED AND CLARIFIED PER WPB
 FBC 107.2.1.
  
 2.REGARDING GAS SUPPLIED KITCHEN EQUIPMENT: KITCHEN
 EQUIPMENT SCHEDULE ON PLAN SHEET A2.1, GAS EQUIPMENT
 SCHEDULE AND GAS RISER DIAGRAM ON PLAN SHEET P5.0 DO
 NOT MATCH. A2.1 C COOKING EQUIPMENT SCHEDULE INDICATES
 ONE EACH (1) C-018, TWO EACH (2) C-025 AND ONE EACH (1)
 C-130. PER WPB FBC RECONCILE THIS SCHEDULE WITH THE GAS
 DEMAND SCHEDULE ON P5.0. ADDITIONALLY, RECONCILE RISER
 DIAGRAM AND GAS DEMAND SCHEDULE.
  
 3.PROVISO: SEE DETAIL 2. PER WPB FBC 107.2.1, THE
 MANUFACTURER'S SPECIFICATION/INSTALLATION MANUAL FOR
 WATER HEATER VENT UBBINK OR HEAT FAB SAF-T VENT SC
 SHALL BE SUBMITTED, APPROVED, IN PLACE AND PLAN SHALL
 BE REVISED TO REFLECT FOR FINAL INSPECTION.
  
 4.PLEASE SEE PLUMBING COMMENTS. PLANS SHOW BOTH
 TANKLESS WATER HEATERS AND A TANK TYPE WATER HEATER.
 PER WPB FBC 107.2.1, THIS NEEDS TO BE CLARIFIED AND
 RECONCILED.
  
 5. PER WPB FBC 107.2.1, SHOW THE TYPE OF PIPE MATERIAL
 BEING INSTALLED, ALL PIPE SIZES, AND THE CORRESPONDING
 EHD NUMBER OF THE CORRUGATED STAINLESS STEEL TUBING (IF
 APPLICABLE) FOR EACH PIPE SIZE.
  
 6.TYPE OF GAS APPEARS TO BE NATURAL. PER WPB FBC
 107.2.1, INDICATE ON GAS DEMAND SCHEDULE.
  
 7. PER WPB FBC 107.2.1, PROVIDE TABLE(S) FOR SIZING OF
 PIPING. REFER TO FBC FG 401.8, 402.2, AND TABLES 402.4
 (1) THRU 402.4.
  
 8. PER WPB FBC 107.2.1, SUBMIT CALCULATIONS FOR
 COMBUSTION AIR PER FBC FG 304.1. THIS IS NOT TO BE
 CONFUSED WITH MAKE UP AIR.
  
 9. PER WPB FBC 107.2.1, SUBMIT A DETAIL SHOWING THE
 TYPE, LOCATION, SIZE, TERMINATION POINT, HEIGHT ABOVE
 THE ROOF AND ANCHORING DETAILS OF THE GAS VENT(S) PER
 FBC FG 502 THRU 505.
  
 10. PER WPB FBC 107.2.1, SUBMIT MANUFACTURER'S
 SPECIFICATION SHEETS / INSTALLATION MANUAL FOR ALL GAS
 EQUIPMENT TO VERIFY COMPLIANCE WITH STANDARDS NFPA 54,
 NFPA 58, AND FBC FG 402.2, AND 301.3. GAS APPLIANCES
 SHALL BE LISTED AND LABELED. THE INSTALLATION MANUALS
 FOR ALL GAS APPLIANCES / EQUIPMENT SHALL BE ONSITE AT
 THE TIME OF INSPECTION PER FBC FG 305.1.
  
 11.EMERGENCY HOOD SHUT DOWN SHUT OFF VALVE SHALL BE
 BELOW THE CEILING. THE MANUAL SHUTOFF VALVE SHALL BE
 UPSTREAM. UNION TO BE DOWN STREAM OF MANUAL VALVE.
 SECS. 10.4, 10.5 OF NFPA 96-08. PER WPB FBC 107.2.1,
 IDENTIFY ON RISER DIAGRAM AND PROVIDE A DETAIL.
  
  
 END OF COMMENTS.
 A COMPREHENSIVE REVIEW COULD NOT BE ACCOMPLISHED AT
 THIS TIME. PLEASE RESUBMIT CLEARLY LEGIBLE PLANS AND A
 RESPONSE NARRATIVE ADDRESSING THE GAS/PLUMBING COMMENTS
 FROM THE PRIOR REVIEW.
 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]
 MOBILE 561-246-0882
 PLEASE NOTE THAT I TYPICALLY WORK ON TUESDAYS AND
 THURSDAYS
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2021-07-09 Cont ID  
Sent By jleahy Date 2021-07-09 Time 16:11 Rev Time 0.00
Received By jleahy Date 2021-06-22 Time 11:49 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2021-06-09 Cont ID  
Sent By shill Date 2021-06-09 Time 14:12 Rev Time 0.00
Received By shill Date 2021-05-19 Time 16:08 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2021-05-14 Cont ID  
Sent By rmcphers Date 2021-05-14 Time 14:55 Rev Time 0.00
Received By rmcphers Date 2021-02-24 Time 13:36 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2021-07-16 Cont ID  
Sent By lmarchan Date 2021-07-16 Time 08:29 Rev Time 0.00
Received By lmarchan Date 2021-07-01 Time 11:28 Sent To  
Notes
2021-07-16 08:29:18RECEIPT MU-2021-34652 - $0.00 DUE
2021-07-01 11:28:517/1/21 EMAILED IMPACT OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2021-03-01 Cont ID  
Sent By jwitmer Date 2021-03-01 Time 12:44 Rev Time 0.00
Received By jwitmer Date 2021-03-01 Time 10:00 Sent To  
Notes
2021-03-01 12:44:20IMPACT 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/ADMINISTRAT
 ION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected] .
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2021-06-29 Cont ID  
Sent By medwards Date 2021-06-29 Time 16:18 Rev Time 0.00
Received By medwards Date 2021-06-29 Time 16:18 Sent To  
Notes
2021-06-29 16:21:50THE MECHANICAL APPROVAL IS FOR THE MECHANICAL SYSTEM
 ONLY. THE HOODS AND REFRIGERATION ON THESE DRAWINGS
 HAVE NOT BEEN REVIEWED AS THEY WILL REQUIRE SEPARATE
 PERMIT SUBMITTALS AND REVIEWS.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2021-06-23 Cont ID  
Sent By medwards Date 2021-06-23 Time 08:37 Rev Time 0.00
Received By medwards Date 2021-06-23 Time 08:37 Sent To  
Notes
2021-06-23 08:38:45THE MECHANICAL APPROVAL IS FOR THE MECHANICAL SYSTEM
 ONLY. THE HOODS AND REFRIGERATION ON THESE DRAWINGS
 HAVE NOT BEEN REVIEWED AS THEY WILL REQUIRE SEPARATE
 PERMIT SUBMITTALS AND REVIEWS.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2021-05-28 Cont ID  
Sent By medwards Date 2021-05-28 Time 15:14 Rev Time 0.00
Received By medwards Date 2021-05-28 Time 15:13 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2021-03-29 Cont ID  
Sent By medwards Date 2021-03-29 Time 11:42 Rev Time 0.00
Received By medwards Date 2021-03-29 Time 08:25 Sent To  
Notes
2021-03-29 11:42:431ST REVIEW FBC-2020 MECHANICAL
 PERMIT-21010992
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE
 FBC M- FLORIDA MECHANICAL CODE
 FBC EC- FLORIDA ENERGY CONSERVATION
 FBC FG- FLORIDA FUEL GAS
 FBC EX- FLORIDA EXISTING BUILDING CODE
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET M-1.0: NOTE 10 INDICATES SMOKE DETECTORS ARE
 TO BE MOUNTED IN THE RETURN AIR DUCT. PLEASE CHANGE
 THIS STATEMENT AS IT DOES NOT MEET THE MECHANICAL CODE
 SECTION FBC M 606.2.1. THE SMOKE DETECTOR SHALL BE
 INSTALLED ON THE SUPPLY SIDE OF THE AIR HANDLING
 SYSTEMS.
  
 2) PLEASE PROVIDE A NOTE ON THE DRAWING THAT THE HOODS
 AND ALL RELATED SYSTEMS MUST BE SUBMITTED AS A SEPARATE
 SUBMITTAL AND MUST HAVE ITS OWN REVIEW AND PERMIT.
  
 3) PLEASE REMOVE ALL DRAWINGS ASSOCIATED WITH THE HOOD
 FROM THIS SUBMITTAL AS IT WILL BE A STAND ALONE PERMIT
 AND REVIEW. AND WILL NOT BE REVIEWED IN THIS SUBMITTAL.
  
 4) PLEAS PROVIDE A NOTE ON THE DRAWINGS THAT THE
 REFRIGERATION EQUIPMENT MUST BE SUBMITTED AS A SEPARATE
 SUBMITTAL AND MUST HAVE ITS OWN REVIEW AND PERMIT.
  
 5) PLEASE PROVIDE ENERGY CALCULATIONS FOR THIS PROJECT.
 FBC EC C402.1
  
 6) PLEASE PROVIDE MECHANICAL EQUIPMENT SIZING
 CALCULATIONS. FBC EC C403.2.1
  
 7) SHEET M2.0: IT APPEARS THAT THERE IS A RETURN VERY
 CLOSE TO THE HOOD IN THE KITCHEN AREA. PLEASE SHOW THAT
 THIS RETURN MEETS THE 10 FT. MINIMUM AWAY FROM THE
 COOKING APPLIANCES. FBC M 601.5 EXCEPTION (1).
  
 8) SHEET M2.1: PLEASE SHOW THE ROOF ACCESS ON THE
 MECHANICAL ROOF DRAWING. FBC M 306.5
  
 9) SHEET M2.1: PLEASE SHOW THAT THE MECHANICAL ON THE
 ROOF MEETS THE 10 FEET FROM THE ROOFS EDGE OR THE
 REQUIRED GUARDS ARE USED. FBC M 307.11
  
  
 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 2021-06-29 Cont ID  
Sent By jesmith Date 2021-06-24 Time 15:48 Rev Time 0.00
Received By jesmith Date 2021-06-24 Time 15:46 Sent To  
Notes
2021-06-29 15:55:2321010992 1225 PALM BEACH LAKES BLVD
  
  
 PLUMBING COMMENTS: APPROVED
  
 ALL WORK PER STATE AND CITY CODES SUBJECT TO FIELD
 INSPECTOR'S APPROVAL
  
 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.
  
 A SEPARATE SUB PERMIT IS REQUIRED FOR THE GREASE
 INTERCEPTOR
  
 A SEPARATE SUB PERMIT IS REQUIRED FOR THE BACKFLOW
 PREVENTER
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 MOBILE 561-243-0882
 PLEASE NOTE THAT I TYPICALLY WORK ON TUESDAYS AND
 THURSDAYS.
  
2021-06-29 10:35:19HOLD FOR REVISED DRAWINGS FROM ENGINEER
2021-06-24 15:47:13PLUMBING
 CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH 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 2020
 7TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2020 7TH EDITION
 FBC PL = FLORIDA PLUMBING CODE 2020 7TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2020 7TH EDITION
 NFPA 54 = NATIONAL FUEL GAS CODE
 NFPA 58 = LIQUIFIED PETROLEUM GAS CODE
 NFPA 96 = STANDARD FOR VENTILATION CONTROL AND FIRE
 PROTECTION OF COMMERCIAL COOKING OPERATIONS 2017
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 21010992 1225 PALM BEACH LAKES BLVD
  
 3RD REVIEW
  
 PLUMBING COMMENTS: DENIED
  
 1.PROVIDED GREASE INTERCEPTOR DETAIL GS-7 ON P-8 DOES
 NOT CORRESPOND WITH THE WPB PUBLIC WORKS DEPT. STANDARD
 DETAIL GS-7 (CONCRETE) FOR GREASE INTERCEPTOR IN MY
 FILES. I WILL FORWARD PDF GS-7 GREASE INTERCEPTOR
 REDLINED FOR YOUR USE IN PREPARING A REVISED SUBMITTAL
 TO [email protected], [email protected] AND
 [email protected]. I APOLOGIZE IF THERE WAS A
 MISCOMMUNICATION ON MY PART REGARDING THE STANDARD
 DETAIL.
 IT IS NOTED THE GREASE TRAP CALCULATIONS HAVE BEEN
 INCLUDED ON P8.0.
  
 2.ADDITIONALLY, PER WPB PUBLIC WORKS DEPT. CONCRETE
 GRAVITY SEWER SYSTEM-GREASE INTERCEPTOR STANDARD DETAIL
 GS-7-NOTE 4, A CONCRETE GREASE INTERCEPTOR SHALL HAVE A
 MINIMUM 750 GALLON/ MAXIMUM 1250 GALLON CAPACITY. WHEN
 REQUIRED EFFECTIVE CAPACITY IS GREATER THAN 1250
 GALLONS, PROVIDE A MULTI-CHAMBERED INTERCEPTOR OR
 MULTIPLE INTERCEPTORS INSTALLED IN SERIES. P8.0 AND
 P1.0 CALL FOR A 1500 GALLON INTERCEPTOR.
  
  
  
 3.REGARDING SUBMITTED CIVIL DRAWINGS; NOTE C-10 UTILITY
 PLAN INDICATES 6 INCH GREASY WASTE INTO AND OUT OF THE
 GREASE INTERCEPTOR AND A 6 INCH BUILDING SEWER; P1.0AND
 P5.0 INDICATE ALL 4 INCH SIZING. PER WPB FBC 107.2.1,
 RECONCILE CIVIL AND PLUMBING PLANS.
  
 4. RESPONSE: TRAP PRIMER SHALL BE SPECIFIED AND
 DETAILED. THE TRAP PRIMER IS SPECIFIED ON P1.0 WITH THE
 FLOOR DRAIN FD-1. SEE DETAIL 1, SHEET P7.0.
 P1.0 IS COMPLIANT. SHEET P7.0 IS NOT IN THE NEW
 SUBMITTALS.
  
 5. RESPONSE: CONDENSATE DRYWELL IS INDICATED ON P2.0
 KEYNOTE 15 AND DETAILED ON P7.0 DETAIL #2.
 P1.0 IS COMPLIANT. SHEET P7.0 IS NOT IN THE NEW
 SUBMITTALS.
  
 6.RESPONSE: FLOOR SINK IS IDENTIFIED ON P2.0 NEXT TO
 S-4 AND P4.0 IN THE SAME LOCATION.
 NOTED ON P2.0 AND P4.0; ISSUE IS ON P5.0 WHICH HAS S-4
 AND S-2 IN OPPOSITE LOCATIONS FROM THAT ON P2.0 AND
 P4.0. PER WPB FBC 107.2.1, CORRECTLY IDENTIFY ON P5.0,
 S-2 AND S-4.
  
 8.REGARDING RESPONSE: 6? GREASE WASTE REFERENCE SHALL
 BE REVISED TO 4?
 SECOND REQUEST: PER WPB FBC 107.2.1, ON P5.0, SHOW
 SIZE(S) OF SANITARY AND GREASY WASTE BUILDING DRAINS.
  
  
 9. RESPONSE: HEAT TRACE PIPING IS SPECIFIED ON P2.0,
 KEYNOTE #7. THE DETAIL IS ON P7.0, DETAIL #3.
 P2.0 SPECIFICATION IS NOTED. SHEET P7.0 IS NOT IN THE
 NEW SUBMITTALS; NOTHING NOTED REGARDING INSULATION.
  
  
  
 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]
 MOBILE 561-243-0882
 PLEASE NOTE THAT I TYPICALLY WORK ON TUESDAYS AND
 THURSDAYS.
Review Stop P PLUMBING
Rev No 2 Status F Date 2021-05-25 Cont ID  
Sent By jesmith Date 2021-05-25 Time 15:06 Rev Time 0.00
Received By jesmith Date 2021-05-25 Time 09:22 Sent To  
Notes
2021-05-25 15:06:51PLUMBING
 CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH 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 2020
 7TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2020 7TH EDITION
 FBC PL = FLORIDA PLUMBING CODE 2020 7TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2020 7TH EDITION
 NFPA 54 = NATIONAL FUEL GAS CODE
 NFPA 58 = LIQUIFIED PETROLEUM GAS CODE
 NFPA 96 = STANDARD FOR VENTILATION CONTROLAND FIRE
 PROTECTION OF COMMERCIAL COOKING OPERATIONS 2017
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 21010992 1225 PALM BEACH LAKES BLVD
  
 2ND REVIEW
 GENERAL NOTES
 A SEPARATE PLUMBING SUB-PERMIT IS REQUIRED FOR THE
 GREASE INTERCEPTOR. A PLAN WITH DETAIL OF THE GREASE
 INTERCEPTOR TO BE INSTALLED AND REQUIRED CONNECTIONS
 COMPLYING WITH CITY OF WEST PALM BEACH PUBLIC WORKS
 DEPARTMENT AND FBC PL SECTION 1003 SHALL BE SUBMITTED.
 SEE WPB PUBLIC WORKS DEPT. STANDARD DETAIL GS-7
 (CONCRETE) AND GS-7.1 (HYDRO-MECHANICAL) FOR GUIDE.
 PLEASE INCLUDE THE GREASE TRAP CALCULATIONS ON THE SAME
 PAGE IN THE SUBMITTAL.
 A SEPARATE PLUMBING SUB-PERMIT IS REQUIRED FOR THE
 BACKFLOW PREVENTOR.
  
 PLUMBING COMMENTS: DENIED
 1.SECOND REQUEST: PER FBC ACC 609.4, GRAB BARS SHALL BE
 INSTALLED IN A HORIZONTAL POSITION, 33 INCHES MINIMUM
 AND 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED
 TO THE TOP (NOT THE CENTER) OF THE GRIPPING SURFACE
  
 2.GENERAL COMMENT; PER WPB FBC 107.2.1, PLAN DRAWINGS
 P2.0 AND P3.0 SHALL BE CONFIGURED AND RECONCILED WITH
 COINCIDING RISER DIAGRAMS ON P5.0. COMPLIED
 NEW COMMENT; P5.0 CORRECTLY SHOWS THE MEN?S TOILET ROOM
 WITH THE URINAL CONNECTING TO THE BUILDING DRAIN
 DOWNSTREAM OF THE WATER CLOSET, LAVATORY AND FLOOR
 DRAIN. P2.0 APPEARS TO SHOW THE WATER CLOSET
 DISCHARGING TO THE BUILDING DRAIN WITH THE URINAL
 SERVING AS THE VENT AND ALSO CONNECTING TO THE BUILDING
 DRAIN WITH THE LAVATORY WET VENTING IT AND THE FLOOR
 DRAIN (AS SHOWN ON P5.0). PER WPB FBC 107.2.1, CLARIFY.
  
 3.PLAN SHEET P1.0
 SECOND REQUEST: PER WPB FBC 107.2.1, SUBMIT SITE PLANS.
 TO BE CLEAR, CIVIL DRAWINGS SHOWING SEWER AND WATER ARE
 REQUIRED.
 SECOND REQUEST: PER WPB FBC 107.2.1, SPECIFY THE TRAP
 PRIMER AND PROVIDE A DETAIL FOR THE TRAP PRIMER.
  
 4. PLAN SHEET P2.0
 SECOND REQUEST: PROVIDE DETAIL FOR CONDENSATE DRYWELL
  
 5.P4.0
 NEW COMMENT: REGARDING S-4 PEDESTAL SINK; ENGINEER
 RESPONSE IS THAT SINK IS FOR FOOD PREP (NOTED ON
 REVISED SCHEDULE P1.0) AND THAT THE DRAIN IS REVISED TO
 A FLOOR SINK CONNECTION. PER WPB FBC 107.2.1, PROVIDE
 THE FOLLOWING:
 IDENTIFY THE FLOOR SINK ON P2.0 AND P5.0
 PROVIDE A DETAIL OF THE SINK, FLOOR SINK AND SIZED
 INDIRECT WASTE THROUGH AN AIR GAP SHOWING COMPLIANCE
 WITH FBC PL 802.1.1
 ON P1.0 FIXTURE SCHEDULE INDICATE INDIRECT FOR WASTE
  
 6.P6.0
 NEW COMMENT: PER WPB FBC 107.2.1, INDICATE ON P6.0,
 DETAIL 3 THAT THE FOOT PEDAL IS FOR S-4 OR ON P1.0, S-4
 DESCRIPTION , ADD FOOT PEDALS AND REFER TO P6.0/DETAIL
 3.
  
 7.SEE PLAN SHEET A3.0:
 SECOND REQUEST; PER WPB FBC 107.2.1, PROVIDE
 CALCULATIONS AND SIZING FOR VERTICAL LEADERS AND
 HORIZONTAL GUTTERS. TO BE CLEAR, SHOW THE CALCULATIONS
 AND THE SIZING ON THE PLAN. ADDITIONALLY, INDICATE
 SQUARE FOOTAGE AND GPM OF AREAS BEING DRAINED AND
 INDICATE ON THE PLAN, GUTTER AND DOWNSPOUT SIZE. NOTES
 11, 13 AND 14 ON A3.0 ARE ACKNOWLEDGED.
 NEW COMMENT: AS THERE IS NO STORM PIPING IN THE
 BUILDING, PER WPB FBC 107.2.1, DELETE REFERENCES TO
 STORM PIPING, ROOF DRAINS, OVERFLOW DRAINS, DOWNSPOUT
 NOZZLES, ETC. IN THE FIXTURE SCHEDULE(P1.0) AND WASTE &
 VENT NOTES (P2.0).
  
 NEW COMMENTS:
  
 1. P5.0 INDICATES 6 INCH GREASY WASTE IN THE WASTE/VENT
 LINE LEGEND. WILL THE GREASE INTERCEPTOR COME FROM THE
 MANUFACTURER WITH INLETS/OUTLETS SIZED TO ACCOMMODATE
 THE 6 INCH DRAIN; WILL THE CIVIL DRAWINGS BE SIZED TO
 RECEIVE SAID SIZE. ADDITIONALLY, P1.0 PLUMBING FIXTURE
 SUMMARY INDICATES 4 INCH GREASY WASTE AS WELL AS 4 INCH
 SANITARY WASTE. PER WPB FBC 107.2.1, CLARIFY. PER WPB
 FBC 107.2.1, ON P5.0, SHOW SIZE(S) OF SANITARY AND
 GREASY WASTE BUILDING DRAINS.
  
 2. PER WPB FBC 107.2.1, PROVIDE PIPE HANGER DETAIL WITH
 A NOTE STATING, "HORIZONTAL PIPE SHALL BE SUPPORTED IN
 ACCORDANCE WITH FBC PL TABLE 308.5."
  
 3. REGARDING S-3 THREE-COMPARTMENT SINK; IDENTIFY IN
 FIXTURE SCHEDULE DESCRIPTION IF THIS IS FOOD PREP OR
 POT WASH. IF FOOD PREP, PROVIDE A DETAIL OF THE
 THREE-COMPARTMENT SINK, FLOOR SINK AND SIZED INDIRECT
 WASTE PIPES THROUGH AN AIR GAP SHOWING COMPLIANCE WITH
 FBC PL 802.1.1. EACH WELL OF A MULTIPLE-COMPARTMENT
 SINK SHALL DISCHARGE INDEPENDENTLY TO THE WASTE
 RECEPTOR.
  
 4. PER WPB FBC 107.2.1, AS A KITCHEN EQUIPMENT PLUMBING
 FIXTURES NOTED ON P1.0 FIXTURE SCHEDULE (S-1, S-2, S-3
 AND S-4) ARE INCOMPLETE IN DESCRIPTION, PROVIDE NOTE
 FOR SAID ITEMS, REFERRING TO A2.1 EQUIPMENT SCHEDULE;
 SINKS AND DISHWASHERS FOR FAUCETS/ACCESSORIES (I.E.
 FAUCET FOR S-2) INFORMATION.
  
  
 5. P2.0 NOTE 9. PER WPB FBC 107.2.1, PROVIDE
 SPECIFICATION, POWER SOURCE AND DETAIL FOR HEAT TRACE.
 YOU CALL FOR HEAT TRACE APPLIED TO UNDERGROUND GREASY
 WASTE BELOW FREEZER/COOLER BUT DON?T CALL OUT ANY SORT
 OF INSULATION. PER WPB FBC 107.2.1, CLARIFY.
  
 6. P2.0 NOTE 12. DETAIL DESCRIBED IS NOT SHOWN. PER WPB
 FBC 107.2.1, CLARIFY.
  
 7. PER WPB FBC 107.2.1, PROVIDE A DETAIL OF THE
 BACKFLOW PREVENTER (BFP-1). INCLUDE SUPPORTS, STRAINER,
 RELIEF VENT DISCHARGE PIPING WITH AIR GAP TO FLOOR SINK
 OR HUB DRAIN (TO SANITARY, NOT GREASY WASTE). COMPLY
 WITH MANUFACTURER?S RECOMMENDATIONS PER FBC PL 301.7.
 SEE EXCERPTS FROM WATTS INSTALLATION, MAINTENANCE, &
 REPAIR SERIES 009 AND LF009 REDUCED PRESSURE ZONE
 ASSEMBLIES RP/IS-009 BELOW
 A.INDOORS ? FIGURE 1 FOR INDOOR INSTALLATIONS, IT IS
 IMPORTANT THAT THE ASSEMBLY BE EASILY ACCESSIBLE TO
 FACILITATE TESTING AND SERVICING. IF IT IS LOCATED IN A
 LINE CLOSE TO A WALL, BE SURE THE TEST COCKS ARE EASILY
 ACCESSIBLE. A DRAIN LINE AND AIR GAP (SEE LITERATURE
 ES-AG/EL/TC) SHOULD BE PIPED FROM THE RELIEF VALVE
 CONNECTION AS SHOWN, WHERE EVIDENCE OF DISCHARGE WILL
 BE CLEARLY VISIBLE AND SO THAT WATER DAMAGE WILL NOT
 OCCUR. THEREFORE, NEVER INSTALL IN CONCEALED LOCATIONS.
 B.WE RECOMMEND A STRAINER BE INSTALLED AHEAD OF 009 AND
 LF009 SERIES ASSEMBLIES TO PROTECT THE INTERNAL
 COMPONENTS FROM UNNECESSARY FOULING.
  
 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]
 MOBILE 561-243-0882
 PLEASE NOTE THAT I TYPICALLY WORK ON TUESDAYS AND
 THURSDAYS.
Review Stop P PLUMBING
Rev No 1 Status F Date 2021-03-30 Cont ID  
Sent By jesmith Date 2021-03-30 Time 13:57 Rev Time 0.00
Received By jesmith Date 2021-03-23 Time 16:24 Sent To  
Notes
2021-03-30 13:38:49CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH 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 2020
 7TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2020 7TH EDITION
 FBC PL = FLORIDA PLUMBING CODE 2020 7TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2020 7TH EDITION
 NFPA 54 = NATIONAL FUEL GAS CODE
 NFPA 58 = LIQUIFIED PETROLEUM GAS CODE
 NFPA 96 = STANDARD FOR VENTILATION CONTROLAND FIRE
 PROTECTION OF COMMERCIAL COOKING OPERATIONS 2017
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 21010992 1225 PALM BEACH LAKES BLVD
  
 1ST REVIEW
 PLUMBING COMMENTS: DENIED
 A REVIEW OF MINIMUM PLUMBING FIXTURE REQUIREMENTS AS
 REQUIRED BY FBC ACC IS PART OF THE PLUMBING REVIEW
 PROCESS BUT IS TYPICALLY ADDRESSED ON THE ARCHITECTURAL
 PLANS. ANY COMMENTS CONCERNING THESE REQUIREMENTS MUST
 BE SATISFACTORILY ADDRESSED PRIOR TO A PLUMBING REVIEW
 APPROVAL.
  
  
 1.FBC ACC COMMENTS
 A.TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT
 OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE
 DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15
 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS PER FBC
 ACC 604.8.
 B.PER FBC ACC 609.4, GRAB BARS SHALL BE INSTALLED IN A
 HORIZONTAL POSITION, 33 INCHES MINIMUM AND 36 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP (NOT
 THE CENTER) OF THE GRIPPING SURFACE
  
 2.AS THERE IS NO DRINKING FOUNTAIN PROVIDED, IT IS
 NOTED THAT PER FBC PL 410.4, WHERE RESTAURANTS PROVIDE
 DRINKING WATER IN A CONTAINER FREE OF CHARGE, DRINKING
 FOUNTAINS SHALL NOT BE REQUIRED IN THOSE RESTAURANTS.
 PER WPB FBC 107.2.1, PROVIDE A NOTE ON THE P1.0 GENERAL
 NOTES AND A1.0 KEY NOTES STATING "PROVIDE PERMANENT
 SIGN AT DRINK DISPENSER AND COUNTER AS FOLLOWS:
 DRINKING WATER AND CUP PROVIDED AT NO CHARGE"
  
 3.GENERAL COMMENT; PER WPB FBC 107.2.1, PLAN DRAWINGS
 P2.0 AND P3.0 SHALL BE CONFIGURED AND RECONCILED WITH
 COINCIDING RISER DIAGRAMS ON P5.0.
  
 4.PLAN SHEET P1.0
 A.NOTE 3 IS CALLING FOR CONTRACTOR TO REVISE SANITARY
 TO ACCOMMODATE SANITARY SEWER ON THE SITE PLAN. IT IS
 THE DESIGNER'S RESPONSIBILITY TO DETERMINE THE CORRECT
 CONFIGURATION OF THE SANITARY BUILDING DRAIN AND GREASY
 WASTE/INTERCEPTOR. PER WPB FBC 107.2.1, SUBMIT SITE
 PLANS AND ADJUST BUILDING PLUMBING AS REQUIRED TO
 RECONCILE.
 B.NOTE 4 SHALL READ "PROVIDE TRAP SEAL PROTECTION FOR
 ALL FLOOR DRAINS COMPLYING WITH FBC PL 1002.4.1,
 1002.4.1.1, 1002.4.1.2, 1002.4.1.3 AND 1002.4.1.4. DEEP
 SEAL TRAPS ARE NOT COMPLIANT."
 ADDITIONALLY, PER WPB FBC 107.2.1, SPECIFY THE TRAP
 PRIMER AND PROVIDE A DETAIL FOR THE TRAP PRIMER.
 C. NOTE 16; ADD TO NOTE THE VERBIAGE "AND AS REQUIRED
 BY FBC PL 604.9."
 D.NOTE 21- CALLS FOR PROVIDING CONDENSATE DRAINS FOR
 ALL A/C UNITS. PER WPB FBC 107.2.1, PROVIDE RISER
 DIAGRAM TO CORRESPOND WITH PLAN DRAWINGS ROUTING,
 SIZING, TERMINATION.
 E.NOTE 22- AS THIS PLAN IS FOR PERMITTING, PLEASE NOTE,
 ANY CHANGES TO EQUIPMENT, ETC. WILL REQUIRE REVISED
 DRAWINGS WHICH SHALL BE SUBMITTED AND APPROVED PRIOR TO
 INSPECTION. PROCCED AT YOUR OWN RISK.
 WPB FBC 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. THIS LIST SHALL BE
 PROVIDED PRIOR TO PERMIT ISSUANCE.
 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.
 F.GREASE TRAP CALCULATIONS ARE INCLUDED ON THIS
 DRAWING. PLEASE NOTE, A SEPARATE PERMIT IS REQUIRED FOR
 THE GREASE INTERCEPTOR. A PLAN WITH DETAIL OF THE
 GREASE INTERCEPTOR TO BE INSTALLED AND REQUIRED
 CONNECTIONS COMPLYING WITH CITY OF WEST PALM BEACH
 PUBLIC WORKS DEPARTMENT AND FBC PL SECTION 1003 SHALL
 BE SUBMITTED. SEE WPB PUBLIC WORKS DEPT. STANDARD
 DETAIL GS-7 (CONCRETE) AND GS-7.1 (HYDRO-MECHANICAL)
 FOR GUIDE. PLEASE INCLUDE THE GREASE TRAP CALCULATIONS
 ON THE SAME PAGE IN THE SUBMITTAL.
 G. PER WPB 107.2.1, BFP-1 SCHEDULED BACKFLOW PREVENTORS
 SHALL BE SPECIFIED BY THEIR LEAD-FREE MODEL NUMBER.
 ACTUAL MANUFACTURER'S SPECIFICATION/INSTALLATION MANUAL
 SHALL BE SUBMITTED, APPROVED, IN PLACE AND PLAN SHALL
 BE REVISED TO REFLECT FOR FINAL INSPECTION. SEE COMMENT
 4 (E) NOTE 22.
  
 5. PLAN SHEET P2.0
 A. MEN'S RESTROOM: PER FBC PL 912.1, ONLY BATHROOM
 GROUP FIXTURES MAY CONNECT TO THE WET VENT. URINAL AND
 HAND SINK SHOWN CONNECTED ARE NOT CONSIDERED BATHROOM
 GROUP FIXTURES (SEE FBC PL CHAPTER 2, DEFINITIONS,
 BATHROOM GROUP). ADDITIONALLY, P5.0 SANITARY RISER
 DIAGRAM AND P2.0 DO NOT MATCH. P5.0 SANITARY RISER
 DIAGRAM ALSO DOES NOT SHOW THE URINAL UR-1 AND NOTES
 MSB-1/S-2, BUT NO S-1 ON P2.0. PER WPB FBC 107.2.1,
 CLARIFY AND RECONCILE. SEE COMMENT A. GENERAL COMMENT
 B.REGARDING NOTE 1, PER WPB PL 802.4, FOR OTHER THAN
 HUB DRAINS THAT RECEIVE ONLY CLEAR-WATER WASTE AND
 STANDPIPES (IE. FIRE PROTECTION TEST DRAIN), A
 REMOVABLE STRAINER OR BASKET SHALL COVER THE OUTLET OF
 WASTE RECEPTORS. IT IS THE DESIGNER?S RESPONSIBILITY TO
 DETERMINE WHETHER A HUB DRAIN COMPLIES, OR IF A FLOOR
 SINK IS REQUIRED. PER WPB FBC 107.2.1, CLARIFY AND
 DESIGNATE ACCORDINGLY. IF THE DRAINS IN QUESTION
 RECEIVE ONLY CLEAR WATER WASTE, THEY MAY REMAIN AS HUB
 DRAINS; HOWEVER, CLEAR WATER WASTE IS NOT GREASY WASTE
 AND AS SUCH SHALL NOT DISCHARGE TO THE GREASY WASTE.
 C.REGARDING NOTE 2 AND 5, CONDENSATE FROM A/C
 CONDENSATE SHALL NOT DISCHARGE TO THE GREASY WASTE PER
 FBC PL 1003.2. ADDITIONALLY, PER WPB CODE OF ORDINANCE
 CHAPTER 90, ARTICLE 3, SECTION 90-12B5, A/C CONDENSATE
 SHALL NOT DISCHARGE TO THE CITY UTILITIES SANITARY
 SEWAGE INFRASTRUCTURE WITHOUT PERMISSION FROM THE
 UTILITIES DEPARTMENT. YOU MAY CONTACT MR. MANNY
 GONZALES IN ENGINEERING AT 561-494-1128 FOR ADDITIONAL
 INFORMATION. MOVING FORWARD, DISCHARGE THE CONDENSATE
 TO AN EXTERIOR DRYWELL; PER WPB FBC 107.2.1, PROVIDE
 ROUTING AND DRYWELL DETAIL.
 D.REGARDING NOTE 3, NOTES THAT BEVERAGE UNIT WASTE TO
 DISCHARGE TO FLOOR SINK. THE FLOOR SINK INDICATED
 DISCHARGES TO THE GREASY WASTE; PER FBC PL 1003.2,
 WASTES THAT DO NOT REQUIRE TREATMENT OR SEPARATION
 SHALL NOT BE DISCHARGED INTO ANY INTERCEPTOR OR
 SEPARATOR.
 E.REGARDING NOTE 4 AND 7, CONDENSATE FROM COOLER
 EVAPORATOR SHALL NOT DISCHARGE TO THE GREASY WASTE PER
 FBC PL 1003.2. ADDITIONALLY, PER WPB CODE OF ORDINANCE
 CHAPTER 90, ARTICLE 3, SECTION 90-12B5, A/C CONDENSATE
 (INTERPRET THIS AS ANY CONDENSATION FROM EVAPORATOR
 COILS) SHALL NOT DISCHARGE TO THE CITY UTILITIES
 SANITARY SEWAGE INFRASTRUCTURE WITHOUT PERMISSION FROM
 THE UTILITIES DEPARTMENT. YOU MAY CONTACT MR. MANNY
 GONZALES IN ENGINEERING AT 561-494-1128 FOR ADDITIONAL
 INFORMATION. MOVING FORWARD, DISCHARGE THE CONDENSATE
 TO AN EXTERIOR DRYWELL; PER WPB FBC 107.2.1, PROVIDE
 ROUTING AND DRYWELL DETAIL.
 F.REGARDING NOTE 6, PER WPB FBC 107.2.1, CONFIRM THAT
 ALL DRAINS ON THIS RUN ARE ALLOWED TO CONNECT TO GREASY
 WASTE AS ALLOWED IN FBC PL 1003.2.
 G.REGARDING NOTE 11, NOTES THAT S/S DRINK MACHINE WASTE
 TO DISCHARGE TO FLOOR SINK. THE FLOOR SINK INDICATED
 DISCHARGES TO THE GREASY WASTE; PER FBC PL 1003.2,
 WASTES THAT DO NOT REQUIRE TREATMENT OR SEPARATION
 SHALL NOT BE DISCHARGED INTO ANY INTERCEPTOR OR
 SEPARATOR
 J.REGARDING NOTE 13, COULD NOT LOCATE ON THE PLAN.
 PLEASE CLARIFY.
  
 6.P4.0
 A.SINK S-4 IS DESIGNATED A PREP SINK. IS THIS A FOOD
 PREP SINK? PLEASE CLARIFY. PROVIDE MANUFACTURER'S DATA
 FOR AERO MANUFACTURING PEDESTAL SINK. IF A FOOD PREP
 SINK IT MUST DISCHARGE TO A FLOOR SINK THROUGH AN AIR
 GAP COMPLYING WITH THE REQUIREMENTS OF FBC PL 802.1.1.
 B.MSB-1/S-2 IS INCORRECTLY IDENTIFIED AS S-4 ON P2.0
 AND P4.0 FLOOR PLANS. PER WPB FBC 107.2.1, CLARIFY AND
 RECONCILE.
  
 7.P5.0 WATER RISER DIAGRAM. SHOW ON COLD/HOT/TEMPERED
 WATER DISTRIBUTION BRANCH TO S-287, S-288 WATER
 FILTERS. INDICATE TEMPERATURE OF HOT WATER. SHOW
 LOCATIONS AND PROVIDE SCHEDULE/SPEC FOR ALL BACKFLOW
 PREVENTERS INCLUDING THOSE PROVIDED BY BEVERAGE
 DISPENSER PROVIDER. ALL BACKFLOW PREVENTERS SHALL BE
 LEAD FREE AND MEET THE REQUIREMENTS OF FBC PL SECTION
 608 FOR THEIR DESIGNATED USE.
  
 8. PER WPB FBC 107.2.1, PROVIDE MANUFACTURER'S
 SPECIFICATION/INSTALLATION MANUAL FOR THE WATER
 HEATER(S). WATER HEATER AS SHOWN (PLAN VIEWS SEEM TO
 SHOW A TANK TYPE AND TANKLESS; IT IS UNCLEAR) ON P6.0
 DETAIL 9 WATER HEATER SCHEDULE, DETAIL 7 WATER
 FILTRATION AND A2.1 EQUIPMENT SCHEDULE ARE
 BRADFORD-WHITE EF100T199E3N 100 GALLON STORAGE TANK
 TYPE BOTTOM FED. WATER HEATERS PER P1.0 SCHEDULE, P6.0
 WATER HEATER SCHEMATIC AND P5.0 RISER DIAGRAM ARE
 TANKLESS. PER WPB FBC 107.2.1, CLARIFY TANK TYPE OR
 TANKLESS AND CLEARLY INDICATE ON THE PLANS.
 IF TANKLESS WATER HEATERS ARE TO BE USED THEN REMOVE
 ALL REFERENCE TO TANK TYPE WATER HEATER. REVISE
 APPLICABLE DETAILS AND NOTES TO REFLECT THE TANKLESS
 WATER HEATERS.
 IF A TANK TYPE WATER HEATER IS THE APPLICABLE WATER
 HEATER THEN REMOVE OR REVISE ALL REFERENCE TO TANKLESS
 WATER HEATERS. REVISE WATER HEATER SCHEDULE ON P1.0 TO
 REFLECT, INCLUDE MANUFACTURER, MODEL, CAPACITY. REVISE
 WATER HEATER SCHEMATIC TO REFLECT. INCLUDE
 RECIRCULATION PUMP, TEMPERATURE OF THE HOT WATER, CW,
 HW, VALVES (INCLUDING VACUUM RELIEF VALVE IF APPLICABLE
 FBC PL 504.2), THERMAL EXPANSION CONTROL DEVICE
 (INCLUDING SIZE), T&P DISCHARGE (INCLUDING TERMINATION)
 AND WATER HEATER PAN AND DRAIN (INCLUDING TERMINATION)
 PER WPB FPC 107.2.1; COMPLY WITH FBC PL 607.3, 503.1,
 504.1, 504.4, 504.4.1, 504.5, 504.6, 504.7, 504.7.1 AND
 504.7.2.
 PLEASE NOTE THAT P3.0, NOTE 18 INDICATES A SINGLE
 EXHAUST FOR THE WATER HEATER REFERENCING P6.0, DETAIL
 2. THIS NEEDS TO BE ADDRESSED AND CLARIFIED PER WPB FBC
 107.2.1.
  
 9.PER WPB FBC 107.2.1, PROVIDE AN ENGINEERED DETAIL FOR
 SUPPORT OF WATER HEATER(S) INCLUDING ANCHORS.
  
 10.P6.0
 A. PER WPB FBC 107.2.1, ADVISE AS TO WHAT FIXTURE
 DETAIL 3; FOOT PEDAL APPLIES TO.
 B. PROVISO: SEE DETAIL 2. PER WPB FBC 107.2.1, THE
 MANUFACTURE'S SPECIFICATION/INSTALLATION MANUAL FOR
 WATER HEATER VENT UBBINK OR HEAT FAB SAF-T VENT SC
 SHALL BE SUBMITTED, APPROVED, IN PLACE AND PLAN SHALL
 BE REVISED TO REFLECT FOR FINAL INSPECTION. SEE COMMENT
 4 (E) NOTE 22.
 C. DETAIL 7; NOTE 4: PER WPB FBC 107.2.1, SPECIFY LEAD
 FREE MODEL FOR BACKFLOW PREVENTER.
  
 11. PER WPB FBC 107.2.1, PROVIDE MATERIAL SPECIFICATION
 OF PIPE, VALVES AND FITTINGS FOR ALL PIPING SYSTEMS
 INCLUDING BUT NOT LIMITED TO SANITARY, DOMESTIC WATER
 AND FILTERED WATER; SHOW COMPLIANCE WITH FBC PL
 SECTIONS 607 (PROVIDE AN ADDITIONAL NOTE THAT ALL
 MATERIALS SHALL BE LEAD FREE) AND 702. ADDITIONALLY,
 PER FBC PL E607.5, PROVIDE INSULATION SPECIFICATION FOR
 HOT WATER TO COMPLY WITH FBC EC 607.5 AND C404.4.
  
 12.PER WPB FBC 107.2.1, SPECIFY MANUFACTURER, MODEL FOR
 MV-1 MIXING VALVE WITH ASSE 1070 COMPLIANT PRODUCT AS
 REQUIRED BY FBC PL 419.5.
  
 13.SEE PLAN SHEET A3.0:
 A.SEE BUILDING REVIEWER'S COMMENTS
 1)PER FBC PL 1106.3, VERTICAL LEADERS SHALL BE SIZED
 BASED ON THE FLOW RATE FROM HORIZONTAL GUTTERS OR THE
 MAXIMUM FLOW RATE THROUGH ROOF DRAINS. THE FLOW RATE
 THROUGH VERTICAL LEADERS SHALL NOT EXCEED THAT
 SPECIFIED IN TABLE 1106.3.
 2)PER FBC PL 1106.5, WHERE SCUPPERS ARE USED FOR
 PRIMARY ROOF DRAINAGE OR FOR SECONDARY (EMERGENCY
 OVERFLOW) ROOF DRAINAGE OR BOTH, THE QUANTITY, SIZE,
 LOCATION AND INLET ELEVATION OF THE SCUPPERS SHALL BE
 CHOSEN TO PREVENT THE DEPTH OF PONDING WATER ON THE
 ROOF FROM EXCEEDING THE MAXIMUM WATER DEPTH THAT THE
 ROOF WAS DESIGNED FOR AS DETERMINED BY SECTION 1611.1
 OF THE FLORIDA BUILDING CODE, BUILDING. SCUPPER
 OPENINGS SHALL BE NOT LESS THAN 4 INCHES (102 MM) IN
 HEIGHT AND HAVE A WIDTH THAT IS EQUAL TO OR GREATER
 THAN THE CIRCUMFERENCE OF A ROOF DRAIN SIZED FOR THE
 SAME ROOF AREA. THE FLOW THROUGH THE PRIMARY SYSTEM
 SHALL NOT BE CONSIDERED WHEN LOCATING AND SIZING
 SECONDARY SCUPPERS.
 B.PER FBC PL 1106.6, HORIZONTAL GUTTERS SHALL BE SIZED
 BASED ON THE FLOW RATE FROM THE ROOF SURFACE. THE FLOW
 RATE IN HORIZONTAL GUTTERS SHALL NOT EXCEED THAT
 SPECIFIED IN TABLE 1106.6.
 C.PER WPB FBC 107.2.1, PROVIDE CALCULATIONS AND SIZING
 FOR VERTICAL LEADERS, SCUPPERS AND HORIZONTAL GUTTERS.
  
 END OF COMMENTS.
 A COMPREHENSIVE REVIEW COULD NOT BE ACCOMPLISHED AT
 THIS TIME. PLEASE RESUBMIT CLEARLY LEGIBLE PLANS AND A
 RESPONSE NARRATIVE ADDRESSING THE GAS/PLUMBING COMMENTS
 FROM THE PRIOR REVIEW.
 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]
 MOBILE 561-246-0882
 PLEASE NOTE THAT I TYPICALLY WORK ON TUESDAYS AND
 THURSDAYS
Review Stop P-GREASE GREASE INTERCEPTOR/TRAP REVIEW
Rev No 2 Status P Date 2021-06-29 Cont ID  
Sent By jesmith Date 2021-06-29 Time 16:04 Rev Time 0.00
Received By jesmith Date 2021-06-29 Time 16:02 Sent To  
Notes
2021-06-29 16:04:5321010992 1225 PALM BEACH LAKES BLVD
  
  
 PLUMBING COMMENTS: GREASE INTERCEPTOR APPROVED
  
 ALL WORK PER STATE AND CITY CODES SUBJECT TO FIELD
 INSPECTOR'S APPROVAL
  
 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.
  
 A SEPARATE SUB PERMIT IS REQUIRED FOR THE GREASE
 INTERCEPTOR
  
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 MOBILE 561-243-0882
 PLEASE NOTE THAT I TYPICALLY WORK ON TUESDAYS AND
 THURSDAYS.
Review Stop P-GREASE GREASE INTERCEPTOR/TRAP REVIEW
Rev No 1 Status N Date 2021-05-25 Cont ID  
Sent By jesmith Date 2021-05-25 Time 16:02 Rev Time 0.00
Received By jesmith Date 2021-05-25 Time 14:35 Sent To  
Notes
2021-05-25 14:35:01PLEASE NOTE, A SEPARATE PLUMBING SUB-PERMIT IS REQUIRED
 FOR THE GREASE INTERCEPTOR. A PLAN WITH DETAIL OF THE
 GREASE INTERCEPTOR TO BE INSTALLED AND REQUIRED
 CONNECTIONS COMPLYING WITH CITY OF WEST PALM BEACH
 PUBLIC WORKS DEPARTMENT AND FBC PL SECTION 1003 SHALL
 BE SUBMITTED. SEE WPB PUBLIC WORKS DEPT. STANDARD
 DETAIL GS-7 (CONCRETE) AND GS-7.1 (HYDRO-MECHANICAL)
 FOR GUIDE. PLEASE INCLUDE THE GREASE TRAP CALCULATIONS
 ON THE SAME PAGE IN THE SUBMITTAL.
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status N Date   Cont ID  
Sent By   Date 2021-06-24 Time 09:45 Rev Time 0.00
Received By   Date 2021-06-24 Time   Sent To  
Notes
2021-06-24 09:36:10DEFERRED SUBMITTALS/ BUILDING PROVISO, ROOFING PRODUCT
 APPROVALS TO BE ACCOMPANIED BY ROOF PERMIT. J. WITMER
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2021-05-25 Cont ID  
Sent By jwitmer Date 2021-05-25 Time 08:57 Rev Time 0.00
Received By jwitmer Date 2021-05-24 Time 16:02 Sent To  
Notes
2021-05-25 08:51:48NO ROOFING PRODUCT APPROVALS COULD BE REVIEWED SINCE
 THE WIND DESIGN CRITERIA NOR PRESSURES WERE FOUND. SEE
 BUILDING REVIEW.
 J. WITMER BUILDING PLANS EXAMINER.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2021-03-01 Cont ID  
Sent By jwitmer Date 2021-03-01 Time 14:22 Rev Time 0.00
Received By jwitmer Date 2021-03-01 Time 14:22 Sent To  
Notes
2021-03-01 14:24:27ROOFING: 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.
  
 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]
  
 DEVELOPMENT SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953.
  
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 5 Status P Date 2021-07-08 Cont ID  
Sent By shill Date 2021-07-08 Time 10:55 Rev Time 0.00
Received By shill Date 2021-07-08 Time 10:55 Sent To  
Notes
2021-07-08 10:56:24PROVIDED VIA EMAIL, ADDED TO SIGNATURE
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status F Date 2021-06-29 Cont ID  
Sent By medwards Date 2021-06-29 Time 16:29 Rev Time 0.00
Received By medwards Date 2021-06-29 Time 16:26 Sent To  
Notes
2021-06-29 16:29:02THE FOLLOWING SHEETS DO NOT HAVE THE DIGITAL
 SIGNATURES: M1.0, E2.0. E2.2, E3.0, E4.0 E6.0, E7.0
 PLEASE UPLOAD THE DIGITALLY SIGNED DRAWINGS ONF THESE
 SHEETS.
  
 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 3 Status P Date 2021-06-23 Cont ID  
Sent By medwards Date 2021-06-23 Time 08:42 Rev Time 0.00
Received By medwards Date 2021-06-23 Time 08:42 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2021-05-28 Cont ID  
Sent By medwards Date 2021-05-28 Time 15:15 Rev Time 0.00
Received By medwards Date 2021-05-28 Time 15:15 Sent To  
Notes
2021-05-28 15:17:23THE PLUMBING SHEETS STILL NEED FOR THE DESIGNER TO
 DIGITALLY SIGN AND SEAL EACH DRAWING.
  
 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]
  
2021-05-27 16:45:54ELECTRICAL DIGITAL SIGNATURE OK
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2021-03-29 Cont ID  
Sent By medwards Date 2021-03-29 Time 12:32 Rev Time 0.00
Received By medwards Date 2021-03-29 Time 11:43 Sent To  
Notes
2021-03-29 12:33:36THE MEP SHEETS MUST HAVE THE DESIGNERS DIGITAL
 SIGNATURE.
  
 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 Z ZONING
Rev No 3 Status P Date 2021-07-06 Cont ID  
Sent By rthermid Date 2021-07-06 Time   Rev Time 0.00
Received By rthermid Date 2021-07-06 Time   Sent To I
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2021-06-09 Cont ID  
Sent By rthermid Date 2021-06-09 Time   Rev Time 0.00
Received By rthermid Date 2021-06-09 Time   Sent To I
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2021-05-14 Cont ID  
Sent By rthermid Date 2021-05-14 Time   Rev Time  
Received By rthermid Date 2021-05-14 Time   Sent To I
Notes
2021-05-14 10:08:07ZONING PLAN REVIEW
 ________________________________________
  
 DATE OF REVIEW: 5/14/2021
 ________________________________________
  
 REVIEW STATUS: FAILED
 ________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. PROVIDE AN UPDATED SURVEY OF THE PROPERTY SHOWING
 THE EXISTING BUILDING.
 2. PER APPROVED PLANS, SEVERAL BUILDING ON THE SAME LOT
 ARE REQUIRED TO HAVE SEPERATE ADDRESSES, PLEASE GET IN
 CONTACT WITH THE ADDRESSING COORDINATOR - CAROLINE
 PUELL - [email protected].
 3.
 ________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
  
 IF YOU SUBMITTED A PAPER APPLICATION, AND YOU WOULD
 LIKE TO RESUBMIT ELECTRONICALY, EMAIL
 [email protected] AND REQUEST TO HAVE YOUR
 PROJECT CONVERTED TO PROJECTDOX. YOU WILL RECEIVE LOGIN
 INFORMATION AND A LINK TO UPLOAD YOUR RESUBMITTAL.
 PLEASE BE SURE TO ?COMPLETE THE UPLOAD TASK? WHEN YOU
 ARE FINISHED UPLOADING.
  
 ________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 RAFAELA THERMIDOR, ASSOCIATE PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 TTY: 800.955.8771
 E: [email protected]
 W: WPB.ORG
  


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