Plan Review Details - Permit 20111068
Plan Review Stops For Permit 20111068
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status P Date 2021-11-01 Cont ID  
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***NONE***
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2021-04-20 Cont ID  
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Notes
2021-04-20 12:16:41COMMERCIAL ASBESTOS
  
 TO THE BUILDING CONTRACTOR:
 PLEASE PROVIDE A SIGNED ACKNOWLEDGEMENT FROM THE
 CONTRACTOR, ON LETTERHEAD, STATING THAT THE
 INSTRUCTIONS ON THE WEBSITE OF ASBESTOS PROGRAM
 COORDINATOR, FLORIDA DEPARTMENT OF HEALTH PALM BEACH
 COUNTY WILL BE FOLLOWED, AND THAT NOTIFICATION WILL BE
 GIVEN TIMELY. ADDITIONAL INFORMATION REGARDING ASBESTOS
 REQUIREMENTS CAN BE FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN PDF
 FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE INCLUDE
 THE PERMIT NUMBER AND "ASBESTOS" IN THE SUBJECT LINE.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2022-05-25 Cont ID  
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***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2022-05-16 Cont ID  
Sent By pvalenti Date 2022-05-16 Time 06:13 Rev Time 0.00
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Notes
2022-05-16 06:16:14PETER E VALENTI
 BUILDING PLANS EXAMINER II
 [email protected]
 561 805 6673
  
 FBC = FLORIDA BUILDING CODE, 7TH EDITION (2020)
 FBC B = FBC BUILDING
 FBC R = FBC RESIDENTIAL
 FBC EB = EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC M = FBC MECHANICAL
 FBC FG = FBC FUEL GAS
  
 BUILDING REVIEW DENIED:
  
 FBC B 107.2.1, PLEASE PROVIDE THE STRUCTURAL MAKE UP OF
 THE EXISTING EXTERIOR WALLS. THE TOP OF THESE EXISTING
 EXTERIOR WALLS IS POSSIBLY A REINFORCED BEAM. PLEASE
 PROVIDE DETAILS TO THE EXISTING WALLS/BEAMS THAT THE
 NEW WALLS WILL BE ANCHORED TO.
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2022-05-02 Cont ID  
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Notes
2022-05-02 09:10:43PETER E VALENTI
 BUILDING PLANS EXAMINER II
 [email protected]
 561 805 6673
  
 FBC = FLORIDA BUILDING CODE, 7TH EDITION (2020)
 FBC B = FBC BUILDING
 FBC R = FBC RESIDENTIAL
 FBC EB = EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC M = FBC MECHANICAL
 FBC FG = FBC FUEL GAS
  
 BUILDING REVIEW DENIED:
  
 FBC B 107.2.1, PLEASE PROVIDE THE STRUCTURAL MAKE UP OF
 THE EXISTING EXTERIOR WALLS. THE TOP OF THESE EXISTING
 EXTERIOR WALLS IS POSSIBLY A REINFORCED BEAM. PLEASE
 PROVIDE DETAILS TO THE EXISTING WALLS/BEAMS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2022-02-25 Cont ID  
Sent By pvalenti Date 2022-02-25 Time 09:50 Rev Time 0.00
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Notes
2022-02-25 10:44:33PETER E VALENTI
 BUILDING PLANS EXAMINER II
 [email protected]
 561 805 6673
  
 FBC = FLORIDA BUILDING CODE, 7TH EDITION (2020)
 FBC B = FBC BUILDING
 FBC R = FBC RESIDENTIAL
 FBC EB = EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC M = FBC MECHANICAL
 FBC FG = FBC FUEL GAS
  
 BUILDING REVIEW DENIED:
  
 1A.) FBC B 107.2.1, PROVIDE THE STRUCTURAL MAKE UP OF
 THE EXISTING EXTERIOR WALLS. THE FIRE RATING APPEARS TO
 BE OK BUT THE STRUCTURAL MAKE UP IS NOT CLEAR. PROVIDE
 THE STRUCTURAL DETAILS INCLUDING THE CALCULATIONS FOR
 THE WALLS AND TOP OF WALLS/PARAPET BEAMS AS THESE BEAMS
 WILL BE RECEIVING THE NEW FRAMED WALLS.
  
 3A.) FBC B 1027.6, PLEASE INDICATE THE HEIGHT OF THE
 NEW CMU WALL AT THE EXTERIOR STAIRWAY(#2).
  
 4.) & 5.) FBC B 107.2.1, PROVIDE THW WINDLOAD
 CALCULATIONS FOR THE NEW FRAMED WALLS TO BE ATTACHED TO
 TOP OF PARAPET WALLS AT BOTH EAST AND WEST SIDES.
  
 11B.) FBC B 1014.2, THE LEFT SIDE OF PLAN SHEET A 8.0
 (GUARDS AND HANDRAILS) HAVE NOT BEEN CORRECTED. THE
 DRAWING INDICATES THE GUARD & HANDRAIL STOP ON TOP OF
 THE FIRST TREAD, NOT THE LANDING, THAT PUTS THE
 GUARD/HANDRAIL TOO HIGH. PLEASE SEE FBC B SECTION
 1014.2.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2021-11-19 Cont ID  
Sent By pvalenti Date 2021-11-19 Time 12:49 Rev Time 0.00
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Notes
2021-11-19 12:53:56PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 7TH EDITION (2020)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
  
 PERMIT # 20111068 522 CLEMATIS STREET.
 2ND REVIEW DENIED:
  
 1A.) PENDING NOTE FROM LAST REVIEW: THE FLOOR PLAN
 SHOWS EXISTING EXTERIOR WALLS BEING TERRA COTTA TILE:
  
 1.) FBC B 706.6.1, STEPPED BUILDINGS, THE NEIGHBORING
 BUILDINGS (ON BOTH SIDES) HAVE GLAZING THAT NEEDS TO BE
 PROTECTED WITH NOT LESS THAN ? HOUR FIRE RATING AND THE
 FRAMED WALL MUST HAVE NOT LESS THAN A 1 HOUR FIRE
 RATING. (SEE PLAN SHEET A-4.1).
  
 2.) FBC B 1027.5, EXIT EXTERIOR STAIRWAYS SHALL HAVE A
 MINIMUM FIRE SEPARATION DISTANCE OF 10?. (SEE PLAN
 SHEET LS-1 STAIR #2).
  
 3.) FBC B 1027.6, EXTERIOR STAIRWAYS SHALL BE PROTECTED
 WITH NOT LESS THAN A 1 HOUR FIRE RATING.
  
 4.) FBC B 107.2.1, PLAN SHEET A-4.1 & A-11.0 INDICATES
 A FRAMED WALL TO BE CONSTRUCTED OVER EXISTING PARAPET
 WALL AT WHAT APPEARS TO BE THE WEST SIDE OF BUILDING.
 PROVIDE CONNECTION DETAILS TO STRUCTURE BELOW.
  
 5.) FBC B 107.2.1, PLAN SHEET A-2.0, A-11.0, & S-2.0
 INDICATES A FRAMED WALL TO BE CONSTRUCTED ON TOP OF
 EXISTING PARAPET WALL AT THE EAST SIDE OF BUILDING.
 PROVIDE CONNECTION DETAILS TO STRUCTURE BELOW. PLAN
 SHEET S-2.0 ALSO INDICATES THAT THIS WALL IS TO BE A
 CMU WALL. PLEASE CLARIFY IF THIS WALL IS TO BE A CMU
 WALL OR A FRAMED WALL AND ALSO PROVIDE THE CONNECTION
 DETAILS TO STRUCTURE BELOW.
  
 1B.) CHANGE OF OCCUPANCY INFORMATION:
 SHEET LS-1 HAS BEEN UPDATED. (SUBJECT TO ADDITIONAL
 REVIEW PENDING NEWLY SUBMITTED MATERIAL).
 1C.) FBC EB 1102.3, VERTICAL ADDITION REQUIREMENTS:
 DUE TO CONFLICTS IN CONSTRUCTION TYPE INDICATED (TYPE
 VB) WITH OCCUPANCY (A-2) AND
 THE ADDED THIRD STORY. THE BUILDING TYPE NEEDS TO BE
 CORRECTED (POSSIBLY TO A TYPE
 IIIB OR VA) PRIOR TO REVIEW. IN CHANGING THE BUILDING
 TYPE THERE MAY BE ADDITIONAL
 CONSIDERATIONS INCLUDING ENCLOSURE/FIRE RATING OF
 INTERIOR STAIRWAY AND FIRE
 RATING OF BUILDING MATERIALS.
 2A.) FBC B TABLE 1004.1.2, INDICATE ON PLAN SHEET
 LS-1.1 (NON-FIXED CHAIRS ONLY) AT FOOD VENDOR QUEING
 AREAS (1ST FLOOR).
 2B.) FBC B TABLE 1004.1.2, INDICATE ON PLAN SHEET LS
 1.1 (NON-FIXED CHAIRS ONLY) AT FUTURE VENDOR QUEING
 AREAS (2ND FLOOR).
 2C.) NOTE: FIRE SPRINKLER REQUIREMENT IS NOTED ON PLAN
 SHEET LS-1. SEPARATE FIRE SPRINKLER PERMIT IS TO BE
 PROVIDED (FIRE SPRINKLER PLANS MUST CLEARLY INDICATE
 ALL AREAS COVERED INCLUDING INTERSITIAL SPACES ABOVE
 CEILINGS).
 2D.) OK, TOTAL OCCUPANCY IS BELOW 500 OCCUPANTS.
 NOTE:
 THE OWNER MAY HIRE A THIRD PARTY ENGINEERING FIRM TO
 CERTIFY THE WELDED & BOLTED CONNECTIONS OF THE
 STRUCTURAL STEEL.
 AWS D1.1 CLAUSE 5.2 & 6.7: AT TIME OF INSPECTION PLEASE
 PROVIDE A WELD PROCEDURE SPECIFICATION; THE W.P.S.
 SPECIFIES THE REQUIRED ESSENTIAL VARIABLES INCLUDING:
 BASE MATERIALS, JOINTS, PROCESS, AND FILLER METALS TO
 BE USED.
 AWS D1.1 CLAUSE 6.16: AT TIME OF INSPECTION PLEASE
 PROVIDE A WELDER PERFORMANCE QUALIFICATION RECORD; THE
 W.P.Q.R. PROVIDES INFORMATION WHICH CAN BE USED TO
 VERIFY THE WELDER?S QUALIFICATION AND CERTIFICATION AS
 IT RELATES TO THE WELDING REQUIREMENTS OF THE PROJECT.
 3.) OK, TOTAL OCCUPANCY IS BELOW 500 OCCUPANTS.
 THEREFORE, THIS STRUCTURE WILL NOT BE CLASSIFIED AS A
 THRESHOLD STRUCTURE.
 4.) FBC B TABLE 705.8, NO OPENINGS ARE PERMITTED AT
 EAST SIDE OF BUILDING. PLAN SHEETS D1.0 & LS-1 INDICATE
 DOOR OPENINGS.
 NOTE: A UNITY OF TITLE WILL BE REQUIRED TO CONSIDER
 PROPERTIES AS ONE.
 5A.) FBC B TABLE 602, PROVIDE DETAILED INFORMATION ON
 PLAN SHEET LS-1 SHOWING THAT THE EXTERIOR WALL
 ASSEMBLIES MEET THE (1) HOUR FIRE RATING.
 5B.) FBC B 706.6.1, 706.7, & 706.8; PROVIDE DETAILED
 INFORMATION AS TO THE MAKE UP OF THE WALL OF THE WEST
 BUILDING, (GOOGLE EARTH SITE SHOWS WHAT APPEARS TO BE A
 WINDOW AT THIS LOCATION), THAT IS LOCATED ADJACENT TO
 AND ABOVE THE ROOF LEVEL OF THIS PROJECT.
 THE WINDOW IN THE EAST BUILDING WALL ADJACENT TO AND
 ABOVE THE ROOF LEVEL APPEARS TO COMPLY WITH FBC B
 706.6.1 WITH NEW CMU WALL SHOWN ON PLAN SHEET S-2.0 AND
 FBC EB 1101.1 & 1101.2.
 6.) OK, THE APPLICANT RESPONDED THAT THE REAR FLOOR IS
 WOOD FRAMED AND THE FRONT AREA IS CONCRETE ON STRIP
 FOOTINGS. ON DEMOLITION PLAN SHEET D-1.0 RESPONSIBILITY
 IS NOTED IN DEMOLITION NOTES.
 7A.) OK, LIVE LOADS FOR ASSEMBLY AREAS SHOWN ON PLAN
 SHEET LS-1. STAIRS, HANDRAILS, & GUARDS SHOWN ON PLAN
 SHEET A-8.0.
 7B.) FBC B 1604.5, THE RISK CATEGORY SHOWN ON PLAN
 SHEET S-1.0 IS RISK CATEGORY II. THIS APPEARS TO BE
 INCORRECT. THE RISK CATEGORY, WITH AN OCCUPANT LOAD
 GREATER THAN 300, SHOULD BE RISK CATEGORY III.
 8A.) FBC B TABLE 1604.5 AND FBC EB 1103.2/FBC EB
 907.4.2, ON PLAN SHEET S-1, THE RISK CATEGORY HAS NOT
 BEEN UPDATED FROM II TO III AND THE ALTERATION LEVEL
 HAS NOT BEEN UPDATED FROM II TO III.
 8B.) OK, REFER TO ITEM #8A TO CHANGE RISK CATEGORY II
 TO III ON PLAN SHEET S-1.
 8C. OK, NOT CONSIDERED A THRESHOLD BUILDING PER FBC B
 DEFINITIONS, AS TOTAL OCCUPANT LOAD HAS BEEN CLARIFIED.
 9.) OK, THE PRODUCT APPROVAL LIST HAS BEEN ADDED TO
 PLAN SHEET CS-1 (COVER SHEET) WITH A NOTE STATING THAT
 THE DEFERRED SUBMITTALS WILL BE REVIEWED AND FORWARDED
 TO THE BUILDING OFFICIAL PRIOR TO INSTALLATION. THE
 DESIGNER OF RECORD HAS ACKNOWLEDGED THE REQUIREMENTS
 FOR DEFERRED SUBMITTALS.
 10.) FBC B TABLE 1017.2 AND FBC B 1017.3.1, PLEASE SHOW
 THE ACTUAL EXIT ACCESS TRAVEL DISTANCE AND HOW IT
 COMPLIES WITH THE FBC REQUIREMENTS.
 11A.) FBC B1011.5.2, PLAN SHEET A-8.0, LOCATED IN
 PROJECT DOX, HAS NOT BEEN REVISED. THE NOTE FOR THE
 STAIR RISERS MUST BE REVISED TO INDICATE THE STAIR
 RISER HEIGHT CAN NOT EXCEED 7?.
 11B.) FBC B 1014.2, PLAN SHEET A-8.0, LOCATED IN
 PROJECT DOX, HAS NOT BEEN REVISED. THERE FORE THE
 DETAILS FOR HANDRAILS/GUARDS HAVE NOT CHANGED.
 12A.) OK, IT APPEARS THAT THE ELECTRIC ROOM IS BELOW
 THE STAIR AND THE WALLS DOOR SEPARATING STAIR FROM
 ELECTRIC ROOM ARE TO BE FIRE RATED IN ACCORDANCE WITH
 FBC B 1023.2.
 12B.) FBC B 1027.5, FBC B 107.2.1, PROVIDE THE FIRE
 RATING DETAILED INFORMATION OF NEW AND/OR EXISTING CMU
 WALL ON PLAN.
 12C.) OK, PLAN SHEET LS-1.1 HAS BEEN UPDATED.
 13.) OK, CONNECTION DETAILS SHOWN ON PLAN SHEET
 MEP3-A4.1. ALL PRODUCT APPROVALS INCLUDING ROOF TOP
 EQUIPMENT HAVE TO BE ENGINEER REVIEW STAMP APPROVED.
 14.) FBC B FIGURE 1609.3(2)/LOCAL AMENDMENTS TO FBC B
 FIGURE 1609.3(2), RISK FACTOR III MEANS THE WIND DESIGN
 HAS TO MEET THE REQUIREMENTS OF 180 MPH VULT. PLEASE
 CHANGE THE DESIGN REQUIREMENT FROM 170 MPH TO 180 MPH
 ON RTU MOUNTING DETAIL, PLAN SHEET MEP3-A4.1.
 15.) FBC A, ACCESSIBILITY CODE, THE LIFE SAFETY PLAN
 SHEETS LS-1 & LS-1.1 NEED TO INDICATE THE REQUIREMENTS
 FOR ACCESSIBILITY INCLUDING SEATING & BAR TOP
 MODIFICATIONS.
 15A.) FBC A 226.1, AT LEAST 5% OF SEATING AND STANDING
 SPACES AT DINING SURFACES SHALL COMPLY WITH FBC A 902.
 THIS MUST BE SHOWN ON PLANS.
 15B.) FBC A 226.2, THE DINING SURFACES, AS NOTED ABOVE,
 MUST BE DISPERCED THROUGHOUT THE SPACE OR FACILITY.
 THIS MUST BE SHOWN ON PLANS.
 15C.) OK, FBC A 206.2.5 & 206. ACCESSIBLE ROUTES SHOWN
 INCLUDING PLAN SHEET LS-1.
 15D.) OK, FBC A 902.1, 902.2, & 902.3, PLAN SHEETS
 A-9.0 & A-11.0 SHOW COMPLIANCE.
 15E(1) FBC A 902.2, 305, 306, THE CLEAR FLOOR SPACE
 INCLUDING THE KNEE & TOE SPACE MUST BE SHOWN ON PLAN
 SHEETS INCLUDING MEASUREMENT REQUIREMENTS.
 15E(2) OK, FBC A 902.3, PLAN SHEETS A-9.0 & A-11.0 SHOW
 COMPLIANCE.
 16.) OK, THE RESTROOM CONFIGURATION IS SHOWN ON PLAN
 SHEET A-1.0.
 17.) OK, FBC B 1210.2.2, PLAN SHEET A-5 SHOWS CERAMIC
 TILE TO BE USED AT BATHROOM AREAS.
 NOTE: FRP IS ALSO ACCEPTABLE BUT PAINT IS NOT.
 18.) PLEASE SEE IMPACT FEE REVIEW STOP.
 19.) TRANSMITTAL LETTERS/RESPONSE SHEETS ARE VERY
 HELPFUL. PLEASE CONTINUE WITH THIS FORMAT OF RESPONSE.
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2021-04-20 Cont ID  
Sent By jwitmer Date 2021-04-20 Time 12:26 Rev Time 0.00
Received By jwitmer Date 2021-04-19 Time 15:31 Sent To  
Notes
2021-04-20 12:24:12WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20111068 / 2017 FBC
 ADD: 522 CLEMATIS ST.
 CONT: TBD/ TO BE DETERMINED / CONTACT: JESSICA ROLLINGS
 TEL: ???
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: MON. APRIL 19TH/ 2021
 ACTION: DENIED
  
 1A) THE PERMIT APPLICATION DESCRIPTION OF WORK
 DESCRIBES THE RENOVATION AND INTERIOR IMPROVEMENTS INTO
 A NEW FOOD MARKETPLACE. IT WOULD APPEAR THERE IS NO
 FOOD MARKET AS PER SAY A GROCERY STORE BUT MULTIPLE
 FOOD VENDORS ON THE 1ST FLOOR A A2 OCCUPANCY AN A2
 OCCUPANCY AND A NEW VERTICAL ADDITION CREATING A ROOF
 TOP 2ND STORY. PEASE NOTE YES YOU MAY CLAIM A LEVEL 3
 ALTERATION TO THE 1ST FLOOR. PLEASE REVIEW ALL OF THE
 STRUCTURAL REQUIREMENTS FOUND IN THE 2017 FBC-EXISTING
 BUILDING CODE IN THE STRUCTURAL SECTION 907.1- 907.4.2.
 THE FLOOR PLAN SHOWS THE EXISTING EXTERIOR WALLS BEING
 TERRA-COTTA TILE.
  
 1B) THERE IS ANOTHER ISSUE TO BE CONSIDERED, THE LAST
 KNOWN USE. THE LAST KNOWN USE (BUSINESS TAX/
 OCCUPATIONAL LICENSE) WAS FOR AUTHENTIC PROVENCE INC. A
 MERCANTILE USE WHERE THEY SOLD RETAIL GARDEN
 ACCESSORIES, GARDEN EQUIPMENT, RETAIL SUPPLIES AND
 NURSERY. UNDER THE REQUIREMENTS IN THE2017 EXISTING
 BUILDING CODE FOR A CHANGE OF OCCUPANCY FOR A BUILDING
 YOU MUST ALSO SHOW COMPLIANCE FOR SECTIONS 1002 THROUGH
 1012 OF THE EXISTING BUILDING CODE SHALL ALSO APPLY.
 UNDER THE PROJECT DETAILS YOU NEED TO ALSO ADD THE
 SECTION REQUIREMENT FOR CHANGE OF OCCUPANCY.
  
 1C) THE 3RD ISSUE IS THE VERTICAL ADDITION REQUIREMENTS
 FOUND IN THE 2017 FBC-BUILDING CHAPTER 11, 1102.1,
 1102.2 1102.3 1103.2 ADDITIONAL GRAVITY LOADS AND
 1105.1 ACCESSIBILITY REQUIREMENTS. SEE THE 2020
 FBC-ACCESSIBILITY CODE.
  
 2) THE COVERSHEET CS-1 VERSES THE LIFE-SAFETY SHEET:
  
 2A) THE 1ST FLOOR OCCUPANT LOAD ANALYSIS IS TAKEN @ 15
 SQ. FT./ OCCUPANT. DIRECTLY IN FRONT OF EACH OF THE
 VENDOR STANDS WHERE THERE IS STANDING ONLY THE OCCUPANT
 LOAD SHOULD BE TAKEN AT 5SQ. FT./ OCCUPANT, TAKING THE
 15 SQ. FT. IS FOR TABLE AND CHAIRS WHICH ARE NOT SHOWN
 ON THE 1ST FLOOR LIFE SAFETY PLAN.
  
 2B) THE 2ND FLOOR LIFE SAFETY PLAN HAS ALSO TAKEN THE
 15 SQ. FT. OCCUPANT LOAD FOR TABLES AND CHAIRS WHEREAS
 THE ONLY THING SHOWN ON THE 2ND FLOOR IS THE BAR NO
 CHAIRS WHERE THE 5 FEET PER OCCUPANT LOAD IS CORRECT.
 THE WORST-CASE SCENARIO HAS TO BE TAKEN SINCE THE 2ND
 FLOOR DOES NOT SHOW A SEATING FLOOR PLAN.
  
 2C) THE COVERSHEET STATES THIS BUILDING CONSTRUCTION
 TYPE TO BE TYPE V-B SPRINKLERED. PLEASE NOTE TO HAVE
 CONSTRUCTION TYPE V-B BUILDING IT IS REQUIRED TO BE A
 SPRINKLERED BUILDING AS REQUIRED BY TABLE 504.4 OF THE
 2017 FBC-B. THIS REVIEW THERE WERE NO PRE-LIMINARY FIRE
 SPRINKLER DRAWINGS FROM THE ARCHITECT. PLEASE PROVIDE
 WHAT AREAS OF THE BUILDING ARE GOING TO BE FIRE
 SPRINKLERED. 1ST FLOOR BELOW CEILING, ABOVE CEILING,
 INTERSTITIAL SPACE BETWEEN ROOF AND 2ND FLOOR FRAMING
 AND WHERE IN THE 2ND FLOOR WILL FIRE SPRINKLERS BE
 PLACED. WILL HERE BE COVERED DINING AREAS ON THE 2ND
 FLOOR.
  
 2D)(1) PLEASE NOTE THE OCCUPANT LOAD AS SHOWN ON THE 2
 COVERSHEET IS CURRENTLY LISTED AT 496 OCCUPANTS. WITH
 ANY ADDITIONAL OCCUPANT LOADING EITHER THE 7 SQ. FT./
 OCCUPANT OR THE 5 SQ. FT. / OCCUPANT THIS WILL PUT YOU
 OVER 500 OCCUPANTS CREATING A THRESHOLD BUILDING.
 PLEASE NOTE IF THE OCCUPANT LOAD CAN BE KEPT AT UNDER
 500 OCCUPANTS THEN COMMENT 3 GOES AWAY. IF COMMENT 3
 (3A-3I) GOES AWAY THEN ALL STEEL WORK WILL NEED TO BE
 INSPECTED BY A 3RD PARTY, THE BUILDING DEPARTMENT WOULD
 HANDLE ALL OTHER STRUCTURE/ BUILDING INSPECTIONS.
  
 WELDED OR BOLTED CONNECTIONS. THIS BUILDING CONTAINS
 EITHER BOLTED AND OR WELDED 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.
 THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO
 COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS
 SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING
 INSPECTION.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666.
  
 2D)(2) PLEASE ALSO CONSIDER IF THE OCCUPANT LOAD IS 500
 OR LESS THAN ONLY 2 EXITS ARE REQUIRED. IF THE OCCUPANT
 LOAD IS OVER 500 THEN 3 VERTICAL EXITS WOULD BE
 REQUIRED. SEE THE 2017 FBC-B TABLE 1006.3.1.
  
 3) THRESHOLD BUILDING / FL S. S. 553.71(7) ?THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS GREATER THAN
 (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN
 ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN
 AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 3A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING
 AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL
 INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A
 THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION
 PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL
 INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING
 AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
 THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE
 OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE
 SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT
 THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
  
 3B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S
 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS
 REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS
 ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH
 INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND
 REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE
 PLACE.
  
 3C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B.
 AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH
 ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT
 OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE
 BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE
 PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
 FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 3D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
  
 3E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 3F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE,
 PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING
 ISSUED, THE PERMIT LIBRARIAN WILL THEN E-MAIL YOU THE
 APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR
 PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN
 COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR
 THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE
 IN BLACK & WHITE..
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD
 BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS
 CONCERNING SPECIAL INSPECTORS.
  
 3G) 110.3.7.4.3 ALL SHORING AND RESHORING PROCEDURES,
 PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT
 AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING
 INSTALLATION SHALL BE SUPERVISED, INSPECTED AND
 CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING
 DOCUMENTS BY THE CONTRACTOR.
  
 3H) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL
 BUILDING INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6
 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 3I) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES
 FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER
 HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE
 MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR
 WALLS AND CEILINGS.
 4) PLEASE NOTE THE PROPOSED DEMOLITION PLAN & LIFE
 SAFETY SHOWS NEW DOOR OPENINGS ON THE EAST SIDE OF THE
 BUILDING WHICH ARE WITHIN ONE FOOT OF THE PROPERTY LINE
 AND NEW OUTSWING DOORS THAT TRANSGRESS OVER THE
 PROPERTY LINE. PLEASE REVIEW IN THE 2017 FBC-B TABLE
 705.8 0-33 FEET FROM THE PROPERTY LINE (SPRINKLERED) NO
 OPENINGS ARE PERMITTED.
 5A) PLEASE NOTE FOR THE LIFE SAFETY PLAN ALSO MISSING
 IS THE REQUIREMENT THAT A 1-HOUR FIRE RATING IS
 REQUIRED FOR EXTERIOR WALLS BASED ON THE IRE SEPARATION
 DISTANCE FOR 0-5 FEET FROM THE PROPERTY LINE SEE TABLE
 602 OF THE FBC-B.
 5B) PLEASE NOTE WHEN YOU LOOK AT GEO NAV COUNTY ARIAL
 MAPS TO THE EAST AND WEST ARE STEPPED BUILDINGS BOTH A
 BIT HIGHER THAN THE PARAPET OF 522 WITH WINDOWS IN EACH
 BUILDING AT THE PROPERTY LINE. THE EAST BUILDING DOES
 HAVE A WINDOW WELL SECTION THAT STEPS BACK 5 FEET
 HORIZONTAL DISTANCE FROM THE PROPERTY LINE. PLEASE
 PROVIDE IF THESE BUILDINGS HAVE AREAL RIGHTS OVER 522
 IF NOT THEN YOU WILL NEED TO SHOW COMPLIANCE WITH 2020
 FBC-BUILDING SECTIONS:
 706.6.1 STEPPED BUILDINGS.
 706.7 COMBUSTIBLE FRAMING IN FIRE WALLS.
 706.8. OPENINGS.
  
 6) THE PROPOSED DEMO PLAN FOR THE 1ST FLOOR SHOWS THE
 REMOVAL OF MOST OF THE 1ST FLOOR SLAB. HAS THIS BEEN
 VERIFIED THAT THIS IS STEM WALL CONSTRUCTION, OTHERWISE
 YOU WILL LOSE THE EXTERIOR WALL ELEMENTS? 102.1.2
 ADDITIONAL INFORMATION IS REQUIRED.
  
 7A) THE LIFE SAFETY PLAN DOES NOT SHOW IN THE BUILDING
 DATA LIVE LOAD INFORMATION FOR ASSEMBLY AREA FLOOR
 LOADING, NEW STAIRS AND EXITS, HANDRAILS AND GUARDS.
 2017 FBC-B TABLE 1607.1.
 7B) THE LIFE SAFETY PLAN DOES NOT INCORPORATE INTO THE
 BUILDING DATA THE BUILDING RISK CATEGORY FACTOR SINE
 THERE IS AS SHOWN NOW 496 OCCUPANTS. NEITHER DOES THE
 S-1 SHEET IDENTIFY THE BUILDING RISK CATEGORY FACTOR.
 THE S-1 SHEET DOES IDENTIFY THE VULT WIND SPEED OF 170
 MPH, 3 SECOND GUST. PLEASE REVIEW THE 2017 FBC-B TABLE
 1604.5 RISK CATEGORY III. BUILDINGS AND OTHER
 STRUCTURES WHOSE PRIMARY OCCUPANCY IS PUBLIC ASSEMBLY
 WITH AN OCCUPANT LOAD OF GREATER THAN 300 HAS A RISK
 CATEGORY III. PLEASE REVIEW IN THE 2017 FBC-B FIGURE
 1609.3(2) OR 180 MPH VULT.
  
 8A) SHEET S-1 STATES THE PLANS WERE DESIGNED UNDER THE
 2017 FBC-B AND ASCE 7-10 AND ALTERATION LEVEL 2. PLEASE
 UPDATE THE CODES TO 2017 FBC-B ASCE 7-10, RICK CATEGORY
 III/ 180 MPH VULT AND ALTERATION LEVEL III, AND NEW
 VERTICAL ADDITION UNDER THE 2017 EXISTING BUILDING CODE
 SECTION 1103.2. NOTE THERE IS NO EXPOSURE CATEGORY
 GIVEN.
  
 8B) WITH THE BUILDING RISK CATEGORY CHANGED THE WIND
 DESIGN PRESSURES FOR THE COMPONENTS AND CLADDING WILL
 ALSO BE AFFECTED AND INCREASED. TO 2017 FBC-B ASCE
 7-10, RICK CATEGORY III/ 180 MPH VULT.
  
 8C) NOTE, DEPENDING ON THE OUTCOME OF 2D & 3 THIS MAY
 BE CONSIDERED A THRESHOLD BUILDING. THIS DETERMINATION
 SHOULD BE MADE BY THE NEXT REVIEW CYCLE.
  
 9A) COMPONENTS & CLADDING. 2017 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
 ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/
 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 9B) 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.
  
 9C) 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.
  
 9D) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE
 PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF
 RECORD AND BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED
 INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
 PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B 1405.13.1
 INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN
 ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS.
 FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH
 INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM
 LOADS AND SPACING USED IN THE TESTS.
  
 10) THE LS-1 LIFE SAFETY PLAN NOR SHEET A-8.0 STAIR
 PLAN SHOW WHAT THE TRAVEL DISTANCE IS FOR THE NEW FRONT
 STAIRWAY ( EXIT ACCESS STAIRWAY) ON THE 2ND FLOOR DOWN
 THE STAIRS (PARALLEL TO STAIRS) AND DISTANCE TO THE
 FRONT ENTRY/ EXIT DOOR. PLEASE DEMONSTRATE COMPLIANCE
 WITH TABLE 1017.2 AND SECTION 1017.3.1 EXIT ACCESS
 STAIRWAYS OF THE 2017 FBC-B.
  
 11A) SHEET A-8.0 STAIR PLANS IN THE BOTTOM RIGHT CORNER
 INDICATES THE RISERS ARE TO BE 7 INCHES PLUS, PLEASE
 NOTE SECTION 1011.5.2 RISER HEIGHT IS TO BE BETWEEN 4
 INCHES MINIMUM TO 7 INCHES MAXIMUM.
  
 11B) THE LEFT SIDE OF THIS SHEET, (CIRCLED) THE GUARD
 AND HANDRAIL ARE DRAWN WRONG THEY STOP ON TOP OF THE
 FIRST TREAD THEY DO NOT GO TO THE LANDING, BOTH THE
 HANDRAIL AND GUARD WOULD BE TOO HIGH, ESPECIALLY THE
 HANDRAIL. SEE 114.2 HEIGHT. SEE CIRCLED RED LINE
 DRAWING.
  
 12A) PLEASE REVIEW THE D-1.0 DEMO SHEET. THE PLAN SHOWS
 THE PROPOSED ELECTRICAL ROOM TO HAVE A PORTION OF THE
 WALL REMOVED. THE LIFE SAFETY SHEET SHOWS A NEW STAIR
 AND DOORWAY GOING TO THE ELECTRICAL ROOM. THERE IS A
 SECOND STAIRWAY THAT IS LEADING FROM THE ROOF LEVEL AND
 ENDING WITHIN THE COURTYARD, IT APPEARS TO BE AN OPEN
 OR EXTERIOR STAIRWAY. SHEET A-8.0 DETAIL # 2 SHOWS THE
 ELECTRICAL DOOR DIRECTLY BENEATH THE OPEN STAIRS
 LEADING FROM THE ROOF. SECTION 1027.6 EXTERIOR EXIT
 STAIRWAY PROTECTION. THE STAIRWAY SHALL BE SEPARATED
 FROM THE INTERIOR OF THE BUILDING AS REQUIRED IN
 SECTION 1023.2.
 OPENINGS SHALL BE LIMITED TO THOSE NECESSARY FOR EGRESS
 FROM NORMALLY OCCUPIED SPACES, THIS WOULD NOT BE AN
 ELECTRICAL ROOM.
  
 12B) THIS SAME DETAIL # 2 IS ADJACENT TO THE PROPERTY
 LINE. THIS DETAIL DOES NOT SHOW COMPLIANCE WITH
 1027.5(1) ADJACENT LOTS.
  
 12C) THE LS-1 SHEET 1ST FLOOR OUTSIDE DINING AREA SHOWS
 IT IS AN ENCLOSED COURTYARD. SINCE THIS IS CONSIDERED A
 COURTYARD THE OCCUPANT LOAD OF THE COURTYARD AND 1ST
 FLOOR ARE TO BE COMBINED TO SHOW THE TOTAL NUMBER OF
 OCCUPANTS LEADING THROUGH THE BACK GATES AND LEADING TO
 THE PUBLIC WAY. SHOW COMPLIANCE WITH 1004.5 OUTDOOR
 AREAS OF THE 2017 FBC-B.
  
 13) SHEETS A-3.0, MEP 3.4 & MEP3-4.1 ALL SHOW
 MECHANICAL EQUIPMENT ON TOP OF THE EXISTING ROOF. THERE
 ARE NO DETAILS FOR THE ROOF TOP PENETRATIONS THROUGH
 THE TWIN T?S NOR HOW TO TIE DOWN THE CURBING OR ROOFTOP
 EQUIPMENT, AIR HANDLERS, INTAKE AND EXHAUST VENTS AND
 OR RACKS AND STANDS.
  
 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE
 CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND
 DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS,
 VENTING, FASTENING REQUIREMENTS, FLASHING REQUIREMENTS
 AND WIND RESISTANCE RATING THAT ARE REQUIRED TO BE
 INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL
 INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR
 THE SPECIFIC SITE.
  
 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.
  
 2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 THE ROOF TOP A/C STAND PRODUCT APPROVALS, TO BE
 REVIEWED BY THE DESIGNER OF RECORD. PLEASE IDENTIFY THE
 FOLLOWING REQUIREMENTS CALCULATING THE AREA (SIDE VIEW)
 OF THE ROOF TOP COMPRESSORS, CONFIGURATION ON STAND,
 THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS,
 WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES,
 ANCHORS AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE
 STAND AND THE STAND TO THE ROOF. THE PRODUCT APPROVAL
 IS TO BE REVIEWED BY THE DESIGNER OF RECORD, APPROVED
 BEFORE SUBMISSION TO THE BUILDING DEPARTMENT.
  
 14) SHEET MEP3-4.1 ON THE AIR COMPRESSOR TO RACK STATES
 THE WINDS TO WITHSTAND 170 MPH. PLEASE CHANGE SINCE THE
 RISK FACTOR IS AN III MEETING THE 180 VULT WIND DESIGN.
  
  
 15) THE LIFE SAFETY PLANS DO NOT SHOW ANY ACCESSIBLE
 FEATURES FOR SEATING, COUNT OF SEATS, NOR BAR TOP
 MODIFICATIONS FOR ACCESSIBLE SEATING. THE LIFE SAFETY
 SHEET DOES NOT SHOW COMPLIANCE WITH THE 2017
 FBC-ACCESSIBILITY CODE.
 15A) 226.1 WHERE DINING SURFACES ARE PROVIDED FOR THE
 CONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THE
 SEATING SPACES AND STANDING SPACES AT THE DINING
 SURFACES SHALL COMPLY WITH 902.
  
 15B) 226.2 DISPERSION. DINING SURFACES AND WORK
 SURFACES REQUIRED TO COMPLY WITH 902 SHALL BE DISPERSED
 THROUGHOUT THE SPACE OR FACILITY CONTAINING DINING
 SURFACES AND WORK SURFACES.
  
 15C) 206.2.5 206.2.5 RESTAURANTS AND CAFETERIAS. IN
 RESTAURANTS AND CAFETERIAS, AN ACCESSIBLE ROUTE SHALL
 BE PROVIDED TO ALL DINING AREAS, INCLUDING RAISED OR
 SUNKEN DINING AREAS, AND OUTDOOR DINING AREAS.
  
 15D) 902.1 DINING SURFACES AND WORK SURFACES SHALL
 COMPLY WITH 902.2 AND 902.3. ADVISORY 902.1 GENERAL.
 DINING SURFACES INCLUDE, BUT ARE NOT LIMITED TO, BARS,
 TABLES, LUNCH COUNTERS, AND BOOTHS. EXAMPLES OF WORK
 SURFACES INCLUDE WRITING SURFACES, STUDY CARRELS,
 STUDENT LABORATORY STATIONS, BABY CHANGING AND OTHER
 TABLES OR FIXTURES FOR PERSONAL GROOMING, COUPON
 COUNTERS, AND WHERE COVERED BY THE ADA SCOPING
 PROVISIONS, EMPLOYEE WORK STATIONS.
  
 15E)(1) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR
 FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD
 APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 15E)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND
 WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 16) I MIGHT OF MISSED THE PLAN BUT I DID NOT SEE
 ARCHITECTURAL SHEETS WITH THE RESTROOM CONFIGURATIONS,
 AND DETAILS FOR ACCESSIBLE ELEMENTS WITHIN THE REST
 ROOMS NOR COMPLIANCE WITH THE 2020 ACCESSIBILITY CODE.
  
 17) I MIGHT OF MISSED THE PLAN BUT I DID NOT SEE
 ARCHITECTURAL SHEETS WITH THE RESTROOM FINISHES AND
 COMPLIANCE WITH
 2017 FBC-B 1210.2.2. WALLS & PARTITIONS. THIS COMMENT
 IS A RESULT OF THE BUILDING OFFICIAL INTERPRETATION ON
 06/2020. IN RESTROOMS & SERVICE SINK AREAS EPOXY PAINT
 IS NO LONGER CONSIDERED A SMOOTH HARD, NON-ABSORBENT
 SURFACE.
  
 17A) 1210.2.2 WALLS & PARTITIONS WITHIN 2 FEET OF
 SERVICE SINKS, URINALS, AND WATER CLOSETS SHALL HAVE A
 SMOOTH, HARD, NON-ABSORBENT SURFACE TO A HEIGHT OF NOT
 LESS THAN 4 FEET ABOVE THE FLOOR, EXCEPT FOR STRUCTURAL
 ELEMENTS, THE MATERIAL USED IN SUCH WALLS SHALL BE OF A
 TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE.
  
 17B) 2509.1. WET AREAS. SHOWERS AND PUBLIC TOILET WALLS
 SHALL COMPLY WITH 1210.2.
  
 17C) 1210.2. FINISH MATERIALS. WALLS, BASE, FLOORS AND
 PARTITIONS IN TOILET AND BATHROOMS SHALL COMPLY WITH
 SECTIONS 1210.1 THROUGH 1210.4.
  
 18) 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] .
  
 19) 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 2 Status P Date 2021-12-13 Cont ID  
Sent By jleahy Date 2021-12-13 Time 11:40 Rev Time 0.00
Received By jleahy Date 2021-12-13 Time 11:09 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2021-05-17 Cont ID  
Sent By jleahy Date 2021-05-17 Time 09:54 Rev Time 0.00
Received By jleahy Date 2021-05-17 Time 07:31 Sent To  
Notes
2021-05-17 10:02:48ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 FLORIDA BUILDING CODE 2020 7TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2020 7TH ED
 NFPA 70 2017 EDITION
  
 JAKE LEAHY BN, BU, PX
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 PAGE A2.2 LTG GND
  
 1) MDP PANEL SCHEDULE SHOWS PANEL "A" AND "B" AS SINGLE
 POLE 20A WITH #12 WIRE.
  
 2) PROVIDE FAULT CURRENT CLACULATION.
  
 PROVIDE CALCULATION FOR AVAILABLE SHORT CIRCUIT CURRENT
 AT NEW PANEL TO CONFIRM AIC RATING IS ADEQUATE. NEC
 110.10
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2022-02-07 Cont ID  
Sent By pleduc Date 2022-02-07 Time   Rev Time 0.00
Received By pleduc Date 2022-02-07 Time 11:00 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2021-10-25 Cont ID  
Sent By pleduc Date 2021-10-25 Time   Rev Time 0.00
Received By pleduc Date 2021-10-25 Time 14:22 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2021-04-21 Cont ID  
Sent By pleduc Date 2021-04-21 Time   Rev Time 0.00
Received By pleduc Date 2021-04-20 Time 12:21 Sent To  
Notes
2021-04-21 12:13:17THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) LS 1 - THERE ARE INDICATIONS OF OCCUPANCY LOAD
 CALCULATIONS; HOWEVER, THERE ARE NO INDCATIONS OF THE
 EXIT DOOR OPENING AND CORRIDOR WIDTH DIMENSIONS.
  
 PER NFPA 101 CH 7 MEANS OF EGRESS
  
 7.3 CAPACITY OF MEANS OF EGRESS
 7.3.1 OCCUPANT LOAD.
 7.3.1.1 SUFFICIENT CAPACITY.
 7.3.1.1.1 THE TOTAL CAPACITY OF THE MEANS OF EGRESS FOR
 ANY STORY, BALCONY,
 TIER, OR OTHER OCCUPIED SPACE SHALL BE SUFFICIENT FOR
 THE OCCUPANT
 LOAD THEREOF UNLESS ONE OF THE FOLLOWING CONDITIONS
 EXISTS:
 (1) THE AUTHORITY HAVING JURISDICTION SHALL BE
 PERMITTED TO ESTABLISH
 THE OCCUPANT LOAD AS THE NUMBER OF PERSONS FOR WHICH
 EXISTING
 MEANS OF EGRESS IS ADEQUATE, PROVIDED THAT MEASURES ARE
 ESTABLISHED
 TO PREVENT OCCUPANCY BY A GREATER NUMBER OF PERSONS.
 (2) THE EGRESS CAPACITY SHALL HAVE BEEN PREVIOUSLY
 APPROVED AS BEING
 ADEQUATE.
 7.3.1.1.2 FOR OTHER THAN EXISTING MEANS OF EGRESS,
 WHERE MORE THAN ONE
 MEANS OF EGRESS IS REQUIRED, THE MEANS OF EGRESS SHALL
 BE OF SUCH WIDTH
 AND CAPACITY THAT THE LOSS OF ANY ONE MEANS OF EGRESS
 LEAVES AVAILABLE
 NOT LESS THAN 50 PERCENT OF THE REQUIRED CAPACITY.
  
 WHAT ARE THE OCCUPANT TOTALS FOR EACH OPENING THAT
 ACCOUNT FOR ALL THE PROPOSED OCCUPANTS?
  
 PLEASE PROVIDE DETAILS SHOWING COMPLIANCE.
  
  
  
 2) LS 1 - THE OCCUPANCY LOAD CALCULATIONS INDICATE
 15SF/PERSON; HOWEVER, THERE ARE NO INDICATIONS OF
 TABLES AND CHAIRS.
  
 THE 1ST FLOOR INDICATES VERY LIMITED SPACE THAT APPEARS
 TO WITHIN THE EXIT TRAVEL PATH WHERE TABKLES AND CHAIRS
 CAN NOT BE PLACED.
  
 I AM NOT SURE WHAT THE ACTUAL DIMENSIONS ARE FOR
 STANDING/WAITING LINES OR THOSE AREAS FOR TABLES AND
 CHAIRS.
  
 BASED ON WHAT HAS BEEN PROVIDED, I DO NOT SEE
 SUFFICIENT AREA FOR 231 OCCUPANTS FOR THE 1ST FLOOR NOR
 183 FOR THE 2ND FLOOR.
  
 PLEASE PROVIDE GREATER DETAIL, DIMENSIONS AND PROVIDE
 SEATING PLAN AND BAR PLAN.
  
  
  
  
 3) LS 1 - THERE IS AN INDICATION OF AN EXTERIOR YARD
 WITH AN OCCUPANCY LOAD OF 57 OCCUPANNTS.
  
 THERE IS LIMITED INFORMATION IN THIS AREA. THE ONE WALL
 SEEMS TO END.
  
 IS THAT AREA OPEN FOR FREE EGRESS OR DO ALL OCCUPANTS
 ENTERING THAT SPACE NEED TO EXIT THROUGH THE DOUBLE
 DOORS?
  
 IS IT CONCRETE FLOOR/GROUND/PAVEMENT?
  
 THAT AREA ALSO SERVES AND THE EXIT ACCESS FOR THE OTHER
 AREAS AND THE EXIT ACCESS MUST BE UNOSTRUCTED.
  
 PLEASE PROVIDE GREATER DETAIL WITH DIMENSIONS WITH ANY
 PROPOSED SEATING PLANS.
  
  
  
 4) A 5.0 - THE DOOR SCHEDULE INDICATES HARDWARE BY MFR.
  
 THIS IS AN ASSEMBLY OCCUPANCY THAT REQUIRES HARDWARE
 PER NFPA 101.
  
 12.2.2.2.3 ANY DOOR IN A REQUIRED MEANS OF EGRESS FROM
 AN AREA HAVING
 AN OCCUPANT LOAD OF 100 OR MORE PERSONS SHALL BE
 PERMITTED TO BE PROVIDED
 WITH A LATCH OR LOCK ONLY IF THE LATCH OR LOCK IS PANIC
 HARDWARE OR
 FIRE EXIT HARDWARE COMPLYING WITH 7.2.1.7, UNLESS
 OTHERWISE PERMITTED
 BY ONE OF THE FOLLOWING:
 (1) THIS REQUIREMENT SHALL NOT APPLY TO DELAYED-EGRESS
 ELECTRICAL LOCKING
 SYSTEMS AS PERMITTED IN 12.2.2.2.5.
 (2) THIS REQUIREMENT SHALL NOT APPLY TO SENSOR-RELEASE
 OF ELECTRICAL
 LOCKING SYSTEMS AS PERMITTED IN 12.2.2.2.6.
  
 PLEASE PROVIDE THE REQUIRED HARDWARE ON EACH EXIT
 DOOR/GATE, INCLUDING THE OUTSIDE DOUBLE EXIT DOORS, IN
 COMPLIANCE.
  
  
  
  
 5) MECHANICAL HOOD - ALL WORK FOR THE HOOD AND
 SUPPRESSION SYSTEMS SHALL BE UNDER SEPARATE PERMITS AND
 SHOP DRAWINGS
  
 PLEASE PROVIDE AN APPLICABLE NOTE OF ACKNOWLEDGEMENT.
  
  
  
 6) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 7) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
Review Stop G GAS REVIEW
Rev No 2 Status P Date 2021-12-03 Cont ID  
Sent By lcrespo Date 2021-12-03 Time 12:36 Rev Time 0.00
Received By lcrespo Date 2021-12-03 Time 12:36 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2021-05-20 Cont ID  
Sent By lcrespo Date 2021-05-20 Time 16:38 Rev Time 0.00
Received By lcrespo Date 2021-05-20 Time 15:54 Sent To  
Notes
2021-05-21 11:47:5105/21/21 1ST PLUMBING REVIEW**DENIED** WITH COMMENTS
  
 NOTE - A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS
 TIME, AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE
 GENERATED UPON THE RE-REVIEW OF SUBMITTED CORRECTIONS.
  
 ON SHEET 3.3P;
  
 1. THE CODE REFERENCES IS 5 TH EDITION 2014 PLEASE
 CHANGE TO 2017 6 TH EDITION PER THE WPB AMENDMENTS TO
 THE FBC SEC. 102.4 REFERENCED CODES AND STANDARDS.
  
 2. PLEASE PROVIDE A VALVE AT THE END OF THE RUN WITH
 CAP FOR FUTURE USE PER THE 2017 FBC FG SEC. 409.5.
  
 3. PLEASE SHOW THE VALVE AND REGULATORS. A LISTED
 SHUTOFF VALVE SHALL BE INSTALLED IMMEDIATELY AHEAD OF
 EACH MP REGULATOR. 2017 FBC FG SEC. 409.4.
  
 4. PLEASE LABEL THE SHUTOFF VALVE ON GAS ISOMERIC OR
 SHOW SYMBOL ON LEGEN PER THE 2017 FBC FG SEC. 409.5.
  
 5. THE BEGINNING OF THE GAS SYSTEM HAS NO SIZE OR
 DIMENSION, PLEASE SHOW THE TYPE OF PIPE MATERIAL BEING
 INSTALLED, ALL PIPE SIZES FOR EACH PIPE SIZE PER THE
 WPB AMENDMENTS TO THE FBC SEC.107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS.
  
 6. PLEASE GIVE THE DISTANCE FROM THE POINT OF DELIVERY,
 GAS METER TO THE MOST REMOTE OUTLET IN THE BUILDING
 AND/OR SYSTEM PER THE 2017 FBC FG SEC. 402.4.1.
  
 7. SUBMIT MANUFACTURER'S SPECIFICATION
 SHEETS/INSTALLATION MANUAL FOR TANKLESS GAS EQUIPMENT
 TO VERIFY COMPLIANCE WITH 2017 FBC FG SEC.305.1.
  
 8. A REGULATOR IS REQUIRED TO BRING THE SYSTEM DOWN TO
 10.5 WC. PLEASE SUBMIT THE MANUFACTURER'S
 SPECIFICATIONS FOR THE PRESSURE REGULATORS. REGULATORS
 INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE
 APPROVED FOR OUTDOOR INSTALLATION PER THE 2017 FBC RES.
 SEC. 410.1.
  
 9. PLEASE SHOW ALL UNIONS IN FRONT OF REGULATOR 1' OF
 EITHER SIDE PER THE FBC FG SEC 410.2.
  
 10. GAS UNITS REQUIRE CONDENSATE AND THEY NEED TO BE 1'
 AWAY FROM STRUCTURE AND TO A SAFE LOCATION ( NOT INTO
 SANITARY SYSTEM) PER THE 2017 FBC SEC R318.5.
  
 11. SHOWING THE LOCATION OF THE TANK-LESS WATER HEATER
 AND THE LOCATION WITH THE DISTANCE OF ANY OPERABLE
 DOORS OR WINDOWS IN RELATION TO THE WATER HEATER AND TO
 EACH UNIT. THE LOCATION OF THE WATER HEATER SHALL
 COMPLY WITH THE MANUFACTURER'S INSTALLATION
 INSTRUCTIONS PER THE WPB AMENDMENTS TO THE FBC SEC.
 107.2.1. INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 WHEN RESUBMITTING PLANS, PLEASE INDICATE THE REVISION &
 REMOVE ANY VOIDED SHEETS & REPLACE ANY NECESSARY PAGES.
 A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION,
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 HTTPS://CODES.ICCSAFE.ORG/CODES/FLORIDA
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2021-05-11 Cont ID  
Sent By fmittner Date 2021-05-11 Time 13:21 Rev Time 0.00
Received By fmittner Date 2021-05-11 Time 13:21 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2022-05-26 Cont ID  
Sent By lmarchan Date 2022-05-26 Time 09:17 Rev Time 0.00
Received By lmarchan Date 2022-05-22 Time 11:38 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2022-05-16 Cont ID  
Sent By lmarchan Date 2022-05-16 Time 08:51 Rev Time 0.00
Received By lmarchan Date 2022-05-10 Time 14:38 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2022-05-10 Cont ID  
Sent By lmarchan Date 2022-05-10 Time 14:37 Rev Time 0.00
Received By lmarchan Date 2022-04-19 Time 16:43 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2022-02-25 Cont ID  
Sent By pvalenti Date 2022-02-25 Time 12:57 Rev Time 0.00
Received By pvalenti Date 2022-02-04 Time 07:51 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2021-12-13 Cont ID  
Sent By jleahy Date 2021-12-13 Time 11:40 Rev Time 0.00
Received By jleahy Date 2021-10-21 Time 14:19 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2021-05-21 Cont ID  
Sent By medwards Date 2021-05-21 Time 08:22 Rev Time 0.00
Received By medwards Date 2021-04-15 Time 13:36 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2022-06-10 Cont ID  
Sent By aoliver Date 2022-06-10 Time 13:41 Rev Time 0.00
Received By aoliver Date 2022-03-08 Time 16:59 Sent To  
Notes
2022-06-09 16:52:24RECEIPT MU-2022-12844 - $31,679.44 PAID
2022-03-08 16:59:533/8/22 EMAILED IMPACT OFFICE TO REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2021-04-20 Cont ID  
Sent By jwitmer Date 2021-04-20 Time 12:20 Rev Time 0.00
Received By jwitmer Date 2021-04-19 Time 15:31 Sent To  
Notes
2021-04-20 12:18:26IMPACT FEES - DIGITAL SUBMITTALS:
 PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected].
  
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2022-05-10 Cont ID  
Sent By medwards Date 2022-05-10 Time 06:19 Rev Time 0.00
Received By medwards Date 2022-05-10 Time 06:19 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2022-02-24 Cont ID  
Sent By medwards Date 2022-02-24 Time 10:14 Rev Time 0.00
Received By medwards Date 2022-02-24 Time 10:14 Sent To  
Notes
2022-02-24 10:14:303RD REVIEW FBC-2020 MECHANICAL
 PERMIT-20111068
  
 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) COMMENT 2 OF PREVIOUS REVIEW CYCLES: PLEASE PROVIDE
 THE MECHANICAL EQUIPMENT SIZING CALCULATIONS THEY ARE
 NOT ON MEP3-4.0MECH-GND.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
 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 F Date 2021-11-04 Cont ID  
Sent By medwards Date 2021-11-04 Time 15:01 Rev Time 0.00
Received By medwards Date 2021-11-04 Time 14:13 Sent To  
Notes
2021-11-04 15:02:072ND REVIEW FBC-2020 MECHANICAL
 PERMIT-20111068
  
 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 4.0M: THE VENTILATION SCHEDULE SHOWS DINING,
 FOOD PREP AND KITCHEN- COOKING. I DO NOT SEE INTERIOR
 DINING, PLEASE SHOW THIS ON THE DRAWING. FOOD PREP IS
 PART OF THE KITCHEN AND SHOULD BE COUNTED IN THE
 KITCHEN SQ. FOOTAGE. I ALSO SEE A BAR WHICH SHOULD BE
 LISTED ON THE OUTDOOR AIR CALCULATIONS. THE SCULLERY IS
 ALSO PART OF THE KITCHEN. THE AREA SHOWN FOR FOOD
 VENDOR IS 10 FT. 6 INCHES X 60 FT 2 INCHES. THIS IS
 DOUBLED AS THERE ARE 2 AREAS FOR FOOD VENDORS. THIS IS
 NOT SHOWN IN THE VENTILATION SCHEDULE. THE VENTILATION
 SCHEDULE SHOWS 480 SQ FT FOR FOOD PREP AND 480 SQ. FT
 KITCHEN COOKING. PLEASE PROVIDE ACCURATE CALCULATIONS
 FOR EACH USE OF SPACE IN THIS TENANT SPACE. FBC 107.2.1
  
 2) I DO NOT SEE THE MECHANICAL EQUIPMENT SIZING
 CALCULATIONS. PLEASE SUBMIT THE MECHANICAL EQUIPMENT
 SIZING CALCULATIONS. FBC EC C403.2.1
  
 3) PLEASE PROVIDE SPECIFICATIONS FOR THE BATH EXHAUST
 FANS. FBC 107.2.1
  
 4) PLEASE SHOW THE CONDENSATE DRAINAGE PIPE AND THE
 TERMINATION.
 FBC M 307
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
 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 1 Status F Date 2021-05-13 Cont ID  
Sent By medwards Date 2021-05-13 Time 10:41 Rev Time 0.00
Received By medwards Date 2021-05-13 Time 08:55 Sent To  
Notes
2021-05-13 10:42:051ST REVIEW FBC-2020 MECHANICAL
 PERMIT-20111068
  
 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) PLEASE PROVIDE OUTDOOR AIR CALCULATIONS FOR THIS
 CHANGE OF OCCUPANCY A-2. PLEASE INCLUDE ALL SPACES OF
 THIS PROJECT. FBC M 403.3.1.1 & TABLE 403.3.1.1
  
 2) PLEASE PROVIDE THE MECHANICAL EQUIPMENT SIZING
 CALCULATIONS FOR THIS CHANGE OF USE. FBC EC C403.2.1
  
 3) PLEASE SHOW THAT THE RESTROOM EXHAUST CAP WILL MEET
 FBC M 501.3 AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC,
 CRAWL SPACE, OR BE DIRECTED ONTO WALKWAYS.
  
 4) THE HOODS WILL NOT BE REVIEWED AT THIS TIME, PLEASE
 REMOVE THE HOOD DRAWINGS FROM THIS SUBMITTAL AND
 RESUBMIT UNDER A SEPARATE PERMIT. PLEASE PROVIDE A NOTE
 ON THE PLANS THAT STATES THE KITCHEN HOODS AND ANY
 REFRIGERATION WILL NEED TO BE SUBMITTED SEPARATELY AND
 MUST HAVE SEPARATE PERMITS AND REVIEWS.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
 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 2022-02-16 Cont ID  
Sent By lcrespo Date 2022-02-16 Time 10:35 Rev Time 0.00
Received By lcrespo Date 2022-02-16 Time 10:35 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2021-12-03 Cont ID  
Sent By lcrespo Date 2021-12-03 Time 12:14 Rev Time 0.00
Received By lcrespo Date 2021-12-03 Time 12:14 Sent To  
Notes
2021-12-03 12:15:1511/03/21 2ND PLUMBING REVIEW**DENIED** WITH COMMENTS
  
 NOTE - A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS
 TIME, AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE
 GENERATED UPON THE RE-REVIEW OF SUBMITTED CORRECTIONS.
  
 1. PLEASE PROVIDE THE STANDARD BEING USED FOR THE
 SIZING OF THE GREASE INTERCEPTOR. THE INTERCEPTOR SHALL
 BE SIZED IN ACCORDANCE WITH ONE OF THE STANDARDS LISTED
 IN 2017 FBC SEC. P 1003.3.4 OR RULE 64E-6 OF THE
 FLORIDA ADMINISTRATIVE CODE AND THE CITY OF WEST PALM
 BEACH STANDARD DETAIL GS-7.
  
 2. PLEASE PLACE A NOTE THAT A SEPARATE PERMIT FOR THE
 GREASE INTERCEPTOR IS REQUIRED BY A LICENSED CONTRACTOR
 FOR THE SCOPE OF WORK PER THE WPB AMENDMENTS TO THE FBC
 SEC. 105.1.
  
 3. WASTES THAT DO NOT REQUIRE TREATMENT OR SEPARATION
 SHALL NOT BE DISCHARGED INTO ANY INTERCEPTOR OR
 SEPARATOR PER THE 2020 FBC SEC. P 1003.2 APPROVAL. HAND
 SINKS ARE NOT ALLOWED TO GO INTO INTERCEPTOR.
  
 AS DISCUSSED IN CONVERSATION WITH ENGINEERING TEAM THE
 COMMENTS THAT NEED TO BE ADDRESSED ON INTERCEPTOR MAY
 BE DONE AT SEPARATE PERMIT SUBMITTAL FOR INTERCEPTOR.
  
 WHEN RESUBMITTING PLANS, PLEASE INDICATE THE REVISION &
 REMOVE ANY VOIDED SHEETS & REPLACE ANY NECESSARY PAGES.
 A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 HTTPS://CODES.ICCSAFE.ORG/CODES/FLORIDA
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2021-05-20 Cont ID  
Sent By lcrespo Date 2021-05-20 Time 16:38 Rev Time 0.00
Received By lcrespo Date 2021-05-19 Time 11:07 Sent To  
Notes
2021-05-20 16:40:0505/20/21 1ST PLUMBING REVIEW**DENIED** WITH COMMENTS
  
 NOTE - A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS
 TIME, AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE
 GENERATED UPON THE RE-REVIEW OF SUBMITTED CORRECTIONS.
  
 1. ON SHEET CS-1, THE CODE REFERENCE IS FOR 2017
 ACCESSIBILITY IS NOT MENTION; PLEASE ADD PER THE WPB
 AMENDMENTS TO THE FBC SEC. 107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS.
  
 2. ON SHEET GN-2, ACCESSIBILITY NOTES;
  
 A. # 16 REFERS TO 18 INCHES FROM THE WALL TO THE
 CENTERLINE OF W.C., PLEASE GIVE CODE REFERENCE TO THAT
 APPLICATION OR CORRECT PER THE 2017 FBC ACC 604.2
 LOCATION.
  
 B. # 17 REFERS TO 15 INCHES TO 16 1/2 INCHES FROM THE
 CENTER OF THE WATER CLOSET; PLEASE GIVE CODE REFERENCE
 TO THAT APPLICATION OR CORRECT PER THE 2017 FBC ACC
 604.5.1 SIDE WALL.
  
 C. # 20 AND 21 IT SAYS 29 INCHES UNDER THE COUNTER;
 PLEASE CORRECT TO 27 INCHES PER THE 2017 FBC SEC. 306.3
 KNEE CLEARANCE.
  
 3. ON SHEET A-9.0;
  
 A. TOILET ACCESSORIES LEGEND NOTE #1 AND 3, GRAB BARS,
 SAYS TO CENTER PLEASE CORRECT TO THE TOP PER THE 2017
 FBC ACC 609.4 POSITION OF GRAB BARS. PLEASE CORRECT
 ELEVATION A AS WELL.
  
 B. ON ELEVATION A UNDER TYPICAL HANDICAP STALL DETAILS,
 ELEVATION B, DETAIL MEN'S RESTROOM AND WOMAN'S RESTROOM
 DETAIL B, PLEASE SHOW THAT THE MIRROR TO REFLECTIVE
 PART OF THE MIRROR NEEDS TO BE 4 INCHES TO THE
 REFLECTIVE SIDE PER THE 2017 FBC ACC SEC. 603.3.
  
 C. ON ELATION A UNDER TYPICAL HANDICAP STALL DETAILS
 AND PLACE CLEARANCE REQUIREMENTS, PLEASE SHOW THAT THE
 WATER CLOSET SHALL BE 16 INCHES TO 18 INCHES PER THE
 2017 FBC ACC SEC. 604.2 LOCATION.
  
 D. ON ELATION A UNDER TYPICAL HANDICAP STALL DETAILS,
 AND PLACE CLEARANCE REQUIREMENTS FOR THE REAR GRAB BAR
 NEED TO COMPLY PER THE 2017 FBC ACC SEC. 604.5.2 REAR
 WALL. 6" MAX IS NOT THE CODE.
  
 E. ON ELATION A UNDER TYPICAL HANDICAP STALL DETAILS,
 AND PLACE CLEARANCE REQUIREMENTS FOR THE TOILET PAPER
 HOLDER SHALL BE 7" INCHES MINIMUM AND 9" INCHES MAXIMUM
 IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE
 OF DISPENSER PER THE 2017 FBC ACC SEC. 604.7.
  
 F. ON TOILET ACCESSORIES LEGEND, PLACE A NOT THAT DOOR
 HANDLE HARDWARE SHOULD BE NOTED ON BOTH SIDES OF THE
 DOOR PER THE 2017 FBC ACC SEC. 404.2.7. THE LOCATION
 OPEN SIDE OF THE WATER CLOSET FOR THE FLUSH CONTROL PER
 THE 2017 FBC SEC. 604.6 FLUSH CONTROLS.
  
 G. ON THE DETAIL RESTROOMS, PLEASE SHOW ALL CLEAR FLOOR
 SPACE AND DIMENSIONS FOR STALLS, HANDICAP LAV OUTSIDE
 THE STALL, AND URINAL PER THE 2017 FBC ACC SEC. 602.2.
  
 H. ON DETAIL MEN'S ROOM HANDICAP URINAL, PLEASE SHOW
 THE URINALS SHALL BE 17 INCHES WHICH SHALL BE A
 MAXIMUM, AND 13 1/2 INCHES PER THE 2017 FBC ACC. SEC.
 605.2.
  
 I. TOILET ACCESSORIES LEGEND NOTE # 7 THE TOILET SEATS
 NEED TO BE 17 INCHES TO 19 INCHES MAXIMUM MEASURED TO
 THE TOP OF THE SEAT PER THE 2017 FBC ACC SEC. 604.4
 SEATS, AND THAT SEAT NEEDS TO BE OPEN FRONT, 2017 FBC P
 420.3 WATER CLOSET SEATS.
  
 J. ON THE DETAIL RESTROOMS, PLEASE SHOW THE HEIGHT FOR
 ALL PARTITIONS BETWEEN THE URINAL PER THE 2017 FBC SEC.
 P 405.3.5.
  
 K. ON DETAIL FOR THE RESTROOMS PLAN, THE OPENING FOR
 THE URINAL AND TOILET IN THE MEN'S ROOM IS AT 2 FOOT 6
 INCHES, AND THIS MAY NOT WORK WHEN PARTITION. THE
 WOMAN'S RESTROOM HAS 2 FOOT 8 INCHES, SO PLEASE CORRECT
 PER THE WPB AMENDMENTS TO THE FBC SEC. 107.2.1
 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 4. ON SHEET 3.0P, THE TEMPERING VALVE SHALL COMPLY WITH
 ASSE 1070 PER THE 2017 FBC SEC. 416.5 TEMPERED WATER
 FOR PUBLIC HAND-WASHING FACILITIES.
  
 PLEASE PROVIDE THE STANDARD BEING USED FOR THE SIZING
 OF THE GREASE INTERCEPTOR. THE INTERCEPTOR SHALL BE
 SIZED IN ACCORDANCE WITH ONE OF THE STANDARDS LISTED IN
 2017 FBC SEC. P 1003.3.4 OR RULE 64E-6 OF THE FLORIDA
 ADMINISTRATIVE CODE AND THE CITY OF WEST PALM BEACH
 STANDARD DETAIL GS-7.
  
 PLEASE PLACE A NOTE THAT A SEPARATE PERMIT FOR THE
 GREASE INTERCEPTOR IS REQUIRED BY A LICENSED CONTRACTOR
 FOR THE SCOPE OF WORK PER THE WPB AMENDMENTS TO THE FBC
 SEC. 105.1.
  
 PLEASE PROVIDE A LEGEND FOR ALL EQUIPMENT BEING USED ON
 ALL FLOORS PER THE WPB AMENDMENTS TO THE FBC SEC.
 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 PLEASE PLACE A NOTE THAT THE SERVICE SINK (MOP SINK)
 SURROUNDING THE WALL SHALL BE A NON-ABSORBENT SURFACE
 IN ACCORDANCE WITH THE 2017 FBC BUILDING SEC. 1210.2.2
 AND 2017 FBC SEC. P 310.3. PLEASE MAKE A NOTE ON THIS
 SHEET.
  
 ICEMAKER AND COFFEE MAKER SHALL BE EQUIPPED WITH AN
 IN-LINE VACUUM BREAKER THAT COMPLIES WITH ASSE 1024 PER
 THE 2017 FBC SEC. 608.13.10.
  
 SODA MACHINES SHALL BE EQUIPPED WITH AN IN-LINE VACUUM
 BREAKER THAT COMPLIES WITH ASSE 1022 PER THE 2017 FBC
 SEC. 608.16.1.
  
  
 5. ON SHEEP 3.3P;
  
 A. THE ISOMETRIC DRAWING SHOWS A TANK; PLEASE PROVIDED
 DETAIL FOR THE RECIRCULATING PUMP, CHECK VALVES,
 SHUT-OFF VALUES, THERMAL EXPANSION, AND DRAIN TO THE
 OUTSIDE PER THE WPB AMENDMENTS TO THE FBC SEC. 107.2.1
 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 B. THE RECALCULATING SYSTEM SHALL BE SIZED PER 2017 FBC
 CE TABLE C404.5.1 PIPING VOLUME AND MAXIMUM PIPING
 LENGTHS.
  
 C. HOT WATER LINE UNDER SLAB SHALL BE INSULATED WITH A
 MINIMUM R-3 PER THE 2017 FBC SEC. CE 403.5.3.
  
 D. PLEASE NOTE THE SIZE OF INSULATION FOR THE HOT WATER
 RETICULATING SYSTEM PER THE 2017 FBC CE 404.4
 INSULATION OF PIPING.
  
 E. PLEASE SHOW ALL HAMMER ARRESTORS IN COMPLIANCE WITH
 THE 2017 FBC SEC. FBC P 604.9.
  
 F. IF SHUT VALUES ARE IN THE CEILING, HOW WILL THEY
 HAVE ACCESS, OR ARE THEY IN AN ACCESS PANEL? PLEASE
 CLARIFY PER THE WPB AMENDMENTS TO THE FBC SEC. 107.2.1
 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 WHEN RESUBMITTING PLANS, PLEASE INDICATE THE REVISION &
 REMOVE ANY VOIDED SHEETS & REPLACE ANY NECESSARY PAGES.
 A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 HTTPS://CODES.ICCSAFE.ORG/CODES/FLORIDA
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
2021-05-18 09:02:13ENTERED BY MISTAKE.
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop PW PUBLIC WORKS
Rev No 1 Status P Date   Cont ID  
Sent By   Date 2022-02-17 Time   Rev Time 0.00
Received By   Date 2022-02-17 Time   Sent To  
Notes
2022-02-17 09:41:24CONDITIONS OF APPROVAL:
 - ALL THE DUMPSTERS SHALL BE ON WHEELS
 - THE DUMPSTER AREA SHALL ONLY STORE TRASH AND
 RECYCLING CONTAINERS
 - THE DUMPSTER AREA SHALL HAVE A ROLLING GATE
 - THE CONCRETE PAD SHALL COMPLY WITH THE LATEST
 REVISION OF OUR SPEC. (GC-7)
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status N Date 2021-11-19 Cont ID  
Sent By pvalenti Date 2021-11-19 Time 12:55 Rev Time 0.00
Received By pvalenti Date 2021-11-01 Time 11:15 Sent To  
Notes
2021-11-19 12:58:42PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 7TH EDITION (2020)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
  
 ROOFING REVIEW:
  
 A ROOFING SUB-PERMIT ALONG WITH ALL ROOFING RELATED
 PRODUCT APPROVALS IS REQUIRED PRIOR TO ANY ROOFING
 WORK.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2021-04-20 Cont ID  
Sent By jwitmer Date 2021-04-20 Time 12:22 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2021-04-20 12:22:172017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION SECTION 107.2.1.2 FOR
 ROOF ASSEMBLIES REQUIRED BY THE CODE, THE CONSTRUCTION
 DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND DELINEATE THE
 TYPE OF ROOFING SYSTEM, MATERIALS, VENTING, FASTENING
 REQUIREMENTS, FLASHING REQUIREMENTS AND WIND RESISTANCE
 RATING THAT ARE REQUIRED TO BE INSTALLED. PRODUCT
 EVALUATION AND INSTALLATION SHALL INDICATE COMPLIANCE
 WITH THE WIND CRITERIA REQUIRED FOR THE SPECIFIC SITE.
 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
  
  
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Rev No 7 Status P Date 2022-05-25 Cont ID  
Sent By pvalenti Date 2022-05-25 Time 08:24 Rev Time 0.00
Received By pvalenti Date 2022-05-25 Time 07:07 Sent To  
Notes
***NONE***
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Rev No 6 Status P Date 2022-05-16 Cont ID  
Sent By pvalenti Date 2022-05-16 Time 07:05 Rev Time 0.00
Received By pvalenti Date 2022-05-16 Time 06:31 Sent To  
Notes
***NONE***
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Rev No 5 Status P Date 2022-05-02 Cont ID  
Sent By pvalenti Date 2022-05-02 Time 09:23 Rev Time 0.00
Received By pvalenti Date 2022-05-02 Time 09:22 Sent To  
Notes
***NONE***
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Rev No 4 Status P Date 2022-02-28 Cont ID  
Sent By pvalenti Date 2022-02-28 Time 10:16 Rev Time 0.00
Received By pvalenti Date 2022-02-28 Time 10:16 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status F Date 2022-02-25 Cont ID  
Sent By pvalenti Date 2022-02-25 Time 08:59 Rev Time 0.00
Received By pvalenti Date 2022-02-11 Time 10:56 Sent To  
Notes
2022-02-25 09:01:51PETER E VALENTI
 BUILDING PLANS EXAMINER II
 [email protected]
 561 805 6673
  
 FBC = FLORIDA BUILDING CODE, 7TH EDITION (2020)
 FBC B = FBC BUILDING
 FBC R = FBC RESIDENTIAL
 FBC EB = EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC M = FBC MECHANICAL
 FBC FG = FBC FUEL GAS
  
 SIGNATURE REVIEW DENIED:
  
 PLLAN SHEET A-11.0 IS MISSING THE 3RD PARTY VERIFIED
 DIGITAL SIGNATURE/SEAL.
  
 FS 471/FS 481 DOCUMENTS PREPARED BY AN
 ENGINEER/ARCHITECT AND SUBMITTED FOR PUBLIC RECORD ARE
 TO BE SIGNED, SEALED & DATED ORIGINALS. A SCAN OF A
 SIGNED/SEALED PLAN IS NOT CONSIDERED AN ORIGINAL.
 UPLOAD OR EMAIL A DIGITALLY SIGNED (THIRD PARTY
 VERIFIED) PLAN OR YOU CAN DELIVER AN ORIGINAL
 SIGNED/SEALED PAPER ORIGINAL TO:
  
 PETER E VALENTI
 BUILDING PLANS EXAMINER II
 BUILDING DIVISION
 CITY OF WEST PALM BEACH
 401 CLEMATIS STREET, 1ST FLOOR
 WEST PALM BEACH, FL 33401
 FEEL FREE TO CONTACT ME AT 561 805 6673.
  
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Rev No 2 Status P Date 2021-11-19 Cont ID  
Sent By pvalenti Date 2021-11-19 Time 13:02 Rev Time 0.00
Received By pvalenti Date 2021-11-19 Time 13:02 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2021-05-21 Cont ID  
Sent By medwards Date 2021-05-21 Time 07:51 Rev Time 0.00
Received By medwards Date 2021-05-21 Time 07:51 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2022-02-17 Cont ID  
Sent By ckimmerl Date 2022-02-17 Time 09:59 Rev Time 0.00
Received By ckimmerl Date 2022-02-17 Time 09:49 Sent To  
Notes
2022-02-17 09:57:031. OUTDOOR DINING SPACES WILL REQUIRE APPLICATION FOR A
 SIDEWALK CAFE PERMIT.
  
 2. WILL NEED SEPARATE PERMIT FOR THE GARBAGE ENCLOSURE
 SHARED WITH 518 CLEMATIS.
  
 PROVISO: ALL OF THE DUMPSTERS SHALL BE ON WHEELS. THE
 DUMPSTER ENCLOSURE CAN ONLY STORE TRASH AND RECYCLING
 CANS. ENCLOSURE MUST HAVE A ROLLING GATE. THE CONCRETE
 PAD HAS TO COMPLY WITH CITY PUBLIC WORKS REQUIREMENTS
 (GC-7)
  
Review Stop Z ZONING
Rev No 2 Status F Date 2021-11-18 Cont ID  
Sent By ckimmerl Date 2021-11-18 Time 16:25 Rev Time 0.00
Received By ckimmerl Date 2021-11-18 Time 16:25 Sent To  
Notes
2021-11-18 16:25:311. PLEASE PROVIDE GROSS BUILDING AREA TABLE FOR
 EXISTING PROPERTY AND PROPOSED CHANGES/ADDITIONS.
 2. PLEASE INDICATE THE LOCATION OF THE GARBAGE
 ENCLOSURE/SANITATION PICKUP.
Review Stop Z ZONING
Rev No 1 Status F Date 2021-05-11 Cont ID  
Sent By aaponte Date 2021-05-11 Time 13:22 Rev Time 0.00
Received By aaponte Date 2021-05-11 Time 13:21 Sent To  
Notes
2021-05-11 14:03:301. PLEASE PROVIDE INFORMATION TO EXPLAIN IF ADDITIONAL
 SQUARE FOOTAGE IS BEING PROPOSED. CALCULATE THE
 EXISTING SQUARE FOOTAGE AND INDICATE ANY ADDITIONS.
 2. PLEASE CONFIRM THE MAIN STAIR IN THE CENTER OF THE
 SPACE IS DRAWN CORRECTLY AS IT SEEMS THE DIRECTIION
 FROMT HE SECOND FLOOR DOES NOT MATCH THE GROUND LEVEL
 LANDING.
 3. ELEVATION SHALL SHOW THE PROJECTION OF THE ELEVATOR
 AND STAIR ON THE 2ND FLOOR.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
  


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