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Plan Review Stops For Permit 20100064
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Rev No 1 Status P Date 2020-11-20 Cont ID  
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Notes
***NONE***
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status N Date 2021-04-22 Cont ID  
Sent By scwelter Date 2021-04-22 Time 10:35 Rev Time 0.00
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2021-04-22 10:36:36PROJECT EXEMPT FROM PUBLIC ART REQ.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2021-01-17 Cont ID  
Sent By jwitmer Date 2021-01-17 Time 15:16 Rev Time 0.00
Received By jwitmer Date 2021-01-17 Time 14:28 Sent To  
Notes
2021-01-17 15:16:22WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20100064
 ADD: 1540 N. AUSTRALIAN AVE. / NEW BLDG. FOR HOUSING,
 COMMUNITY DEVELOPMENT)
 CONT: TBD/ TO BE DETERMINED
 TEL:
 E-MAIL:
  
 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.
  
 3RD REVIEW
 DATE: SUN. JAN. 17TH/2021
 ACTION: PASSED/ BUILDING PROVISO
  
 1)BUILDING PROVISO: THE STRUCTURAL SHEETS SHOW STEEL
 BEAMS, ROOF FRAMING, BAR JOIST AND METAL DECKING. THE
 CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE
 SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION FOR FIELD WIELDING, ON
 THE JOB-SITE WIELDING. THIRD PARTY CERTIFICATION WILL
 BE REQUIRED. REPORTS SUBMITTED TO BUILDING INSPECTOR AT
 TIME OF FRAMING INSPECTION.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT
 561-805-6666.
  
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2020-12-07 Cont ID  
Sent By jwitmer Date 2020-12-07 Time 10:33 Rev Time 0.00
Received By jwitmer Date 2020-12-06 Time 16:17 Sent To  
Notes
2020-12-07 10:21:38WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20100064
 ADD: 1540 N. AUSTRALIAN AVE. / NEW BLDG. FOR HOUSING,
 COMMUNITY DEVELOPMENT)
 CONT: TBD/ TO BE DETERMINED
 TEL:
 E-MAIL:
  
 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.
  
 2ND REVIEW
 DATE: MON. DEC. 07TH/2020
 ACTION: DENIED
  
 1-3) COMPLIED.
 4) SHEET S1.0 SHOWS THE WIND DESIGN CRITERIA AND THE
 COMPONENTS AND CLADDING, THE EFFECTIVE WIND AREA CHARTS
 FOR ROOF ZONES 1,2,3, OVERHANG ZONE 2 AND OVERHANG ZONE
 3 AS WELL AS WALL ZONES 4 & 5 WITH RESPECTIVE
 PRESSURES.
  
 4A) COMPLIED. SPOKE WITH CHRIS PRUITT STRUCTURAL
 ENGINEER. WILL SEND ENG, PROGRAM IN PDF FORM, I WILL
 UPLOAD PROGRAM INTO PROJECT DOX DOCUMENT FOLDER FILE
 12/18/2020.
  
 4B) COMPLIED. 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, SUN SHADES
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, CURBS AND ROOF TOP VENTILATORS
  
 4C) 2ND REQUEST. W. P. B. 107.3.4. PRODUCT APPROVALS.
 THOSE PRODUCTS WHICH ARE REGULATED BY FLORIDA
 ADMINISTRATIVE CODE RULE 61G20 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 4D & E) NOT APPLICABLE/ COMPLIED.
  
  
 4F) 2ND REQUEST. RESPONSE INDICATES TO VIEW SHEET
 A3.0-3.1 A3.2, A6.1 AND A6.2 FOR INFORMATION REQUIRED.
 THE BUILDING DEPARTMENT REQUIRES ALL THE IMPORTANT
 INFORMATION TO BE FILED OUT WITHIN THE PRODUCT APPROVAL
 (LISTED BELOW IDENTIFY GLAZING, ANCHORS & MULLIONS) BY
 EITHER THE CONTRACTOR AND BEING REVIEWED BY THE
 DESIGNER OF RECORD AND APPLYING THEIR SHOP DRAWING OF
 APPROVAL, OR IN THE CASE WHERE NO CONTRACTOR HAS BEEN
 CHOSEN AND THE DESIGNER OF RECORD IS PICKING OUT THE
 PRODUCT APPROVALS, THEN THEY ARE THE ONES CHOOSING THE
 GLAZING, ANCHORS AND MULLIONS, IDENTIFY EACH WITHIN THE
 PRODUCT APPROVAL, APPLY THEIR SHOP DRAWING STAMP OF
 APPROVAL BEFORE SUBMITTING TO THE BUILDING DEPARTMENT.
 WE DO NOT GUESS AT WHAT IS BEING INSTALLED, THAT IS WHY
 WE REQUEST THESE PRODUCTS AND PRESSURES TO BE
 IDENTIFIED. IT?S A LOT MORE COSTLY IN TIME AND MONEY TO
 FIND THE WRONG PRODUCT WAS ORDERED AND INSTALLED.
 THE WEST PALM BEACH ADMINISTRATIVE CODE 2017 107.2.1.
 DRAWINGS & SPECIFICATIONS SHALL CONTAIN INFORMATION, IN
 THE FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF
 MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY
 WITH THE TECHNICAL CODES. CONSTRUCTION DOCUMENTS SHALL
 BE SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE
 AND EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT
 IT WILL CONFORM TO THE PROVISIONS OF THIS CODE AND
 RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS
 DETERMINED BY THE BUILDING OFFICIAL.
  
 1ST ROUND OF COMMENTS. IDENTIFY GLAZING/ ANCHORS/
 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
 MANUFACTURERS 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.
  
 4G) 2ND REQUEST.ROOFING. RESPONSE INDICATES TO VIEW
 SHEET A2.2. FOR INFORMATION REQUIRED. THE BUILDING
 DEPARTMENT REQUIRES ALL THE IMPORTANT INFORMATION TO BE
 FILED OUT WITHIN THE PRODUCT APPROVAL (LISTED BELOW FOR
 EACH ROOFING PRODUCT APPROVAL, SYSTEM AND SUB-SYSTEM BY
 EITHER THE CONTRACTOR AND BEING REVIEWED BY THE
 DESIGNER OF RECORD AND APPLYING THEIR SHOP DRAWING OF
 APPROVAL, OR IN THE CASE WHERE NO CONTRACTOR HAS BEEN
 CHOSEN AND THE DESIGNER OF RECORD IS PICKING OUT THE
 PRODUCT APPROVALS, THEN THEY ARE THE ONES CHOOSING THE
 SYSTEMS, SUB-SYSTEMS AND IF ENHANCED FASTENING IS
 REQUIRED IN ZONES 2 AND OR 3, IDENTIFY EACH WITHIN THE
 PRODUCT APPROVAL, APPLY THEIR SHOP DRAWING STAMP OF
 APPROVAL BEFORE SUBMITTING TO THE BUILDING DEPARTMENT.
 WE DO NOT GUESS AT WHAT IS BEING INSTALLED, THAT IS WHY
 WE REQUEST THESE PRODUCTS AND PRESSURES TO BE
 IDENTIFIED. IT?S A LOT MORE COSTLY IN TIME AND MONEY TO
 FIND THE WRONG PRODUCT WAS ORDERED AND INSTALLED.
 THE WEST PALM BEACH ADMINISTRATIVE CODE 2017 107.2.1.
 DRAWINGS & SPECIFICATIONS SHALL CONTAIN INFORMATION, IN
 THE FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF
 MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY
 WITH THE TECHNICAL CODES. CONSTRUCTION DOCUMENTS SHALL
 BE SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE
 AND EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT
 IT WILL CONFORM TO THE PROVISIONS OF THIS CODE AND
 RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS
 DETERMINED BY THE BUILDING OFFICIAL.
  
 1ST ROUND OF COMMENTS. 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.
  
 5) 2ND REQUEST, RESPONSE INDICATES THAT THE RTU WIND
 LOAD CALCULATIONS WILL BE PROVIDED BY THE STRUCTURAL
 ENGINEER. PLEASE NOTE NO SUCH WINDLAOD CALCULATIONS FOR
 THE RTU WERE SUBMITTED.
 1ST ROUND OF COMMENTS. SHEET M4.1 AND DETAIL RTU
 TIE-DOWN DETAIL. THIS DETAIL INDICATES THE ANCHORING OF
 THE RTU CURB TO THE BAR JOIST BUT THE DETAIL DOES NOT
 INDICATE FOR WHAT WIND SPEED THESE CONNECTIONS ARE
 DESIGNED FOR OR THE TRIBUTARY AREA/ SURFACE AREA OF THE
 RTU THAT THIS CONNECTION WAS DESIGNED FOR?
 2017 FBC-M- 301.15 WIND RESISTANCE.
 MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE
 EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO
 RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITH
 THE FLORIDA BUILDING CODE, BUILDING.
 FBC-B-1609.6.4.4.1 COMPONENTS AND CLADDING. WIND
 PRESSURE FOR EACH COMPONENT OR CLADDING ELEMENT IS TO
 BE DESIGNED FOR WIND PRESSURES COMPONENTS AND
 ATTACHMENTS.
 LATERAL FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP
 EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
 2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 5A) COMPLIED.
  
 5B)BUILDING PROVISO: THE STRUCTURAL SHEETS SHOW STEEL
 BEAMS, ROOF FRAMING, BAR JOIST AND METAL DECKING. THE
 CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE
 SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION FOR FIELD WIELDING, ON
 THE JOB-SITE WIELDING. THIRD PARTY CERTIFICATION WILL
 BE REQUIRED. REPORTS SUBMITTED TO BUILDING INSPECTOR AT
 TIME OF FRAMING INSPECTION.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT
 561-805-6666.
  
 5C) 2ND REQUEST. THE RESPONSE INDICATES THAT AN
 ADDITIONAL DETAIL HAS BEEN ADDED TO THE PLAN, THERE IS
 NO SECTION OR DETAIL ADDED TO THIS AREA REFERENCING THE
 NEW DETAIL LOCATION. PLEASE NOTE SHEET S3.0 THE HOLE
 FOR THE ROOF ACCESS IS JUST FLOATING IN MID-AIR, NO
 FRAMING MEMBERS OR SECONDARY FRAMING MEMBERS AROUND THE
 ROOF ACCESS HOLE. 107/2/1/2 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 5D)2ND REQUEST. THE RESPONSE SHEET STATES HE ROOF PLAN
 A2.2 WAS ADJUSTED TO SHOW A 30-INCH X 36-INCH
 BABCOCK-DAVIS ROOF HATCH. THE ONLY NOTE ON THIS PLAN
 IDENTIFIES THE ROOF HATCH AS RF9.
 ROOF TOP HATCHES/ ROOF ACCESS/ 2017 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.
  
 6) COMPLIED.
  
 7) SHEET A2.5 ENLARGED RESTROOM PLAN.
 7A) SEMI-COMPLIED. THE SIDE WALL PANELS (DETAILS 5 &
 15) BOTH INDICATE THE USE OF FRP PANELS BUT THE BACK
 WALL PANEL (4) DOES NOT STATE THE USE OF FRP PANELS.
  
 1ST ROUND COMMENTS. THE ENTRANCE BATHROOM SHOWS EPOXY
 PANEL WALLS. PLEASE PROVIDE THE MANUFACTURERS
 SPECIFICATION FOR THIS PRODUCT. 2017 FBC-B 1210.2.2.
 WALLS & PARTITIONS. THIS COMMENT IS A RESULT OF THE
 BUILDING OFFICIAL INTERPRETATION. IN RESTROOMS EPOXY
 PAINT IS NO LONGER CONSIDERED A SMOOTH HARD,
 NON-ABSORBENT SURFACE.
 WALLS & PARTITIONS WITHIN 2 FEET OF SERVICE SINKS,
 URINALS, AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD,
 NON-ABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 4
 FEET ABOVE THE FLOOR, EXCEPT FOR STRUCTURAL ELEMENTS,
 THE MATERIAL USED IN SUCH WALLS SHALL BE OF A TYPE THAT
 IS NOT ADVERSELY AFFECTED BY MOISTURE.
  
 2509.1. WET AREAS. SHOWERS AND PUBLIC TOILET WALLS
 SHALL COMPLY WITH 1210.2.
  
 1210.2. FINISH MATERIALS. WALLS, BASE, FLOORS AND
 PARTITIONS IN TOILET AND BATHROOMS SHALL COMPLY WITH
 SECTIONS 1210.1 THROUGH 1210.4.
  
 7B) COMPLIED. SHEET A2.5 DETAIL# 2 HCD RESTROOM FLOOR
 PLAN SHOWS THE 30X48 CLEAR FLOOR SPACE FOR THE LAV BUT
 THE REQUIRED CLEAR FLOOR SPACE FOR THE WATER CLOSET IS
 NOT EVIDENT.
 CLEARANCES AT WATER CLOSETS. ACCESS. CODE 604.3
 CLEARANCE. CLEARANCES AROUND THE WATER CLOSETS AND IN
 TOILET COMPARTMENTS SHALL COMPLY WITH 604.3.
 604.3.1. SIZE. CLEARANCE AROUND A WATER CLOSET SHALL BE
 60 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE
 WALL AND 56 INCHES MINIMUM PERPENDICULAR FROM THE REAR
 WALL. NOTE THE MINIMUM BACK WALL MEASUREMENT SHOULD BE
 7-FOOT 1 INCH. BACK WALL DIMENSION IS NOT GIVEN NOR THE
 DISTANCE OF THE LAV OFF THE SIDE WALL OR THE WATER
 CLOSET OF THE SIDE WALL.
  
 7C) EXPLANATION. SORRY I DIDN?T CLARIFY WHAT I WAS
 LOOKING FOR IN THIS COMMENT. RESTROOMS AND BATHROOMS
 FOR SINGLE USER ROOMS CAN HAVE THE INSWING DOOR AND THE
 DOOR CAN SWING INTO THE CLEAR FLOOR AREAS IF THERE IS
 SUFFICIENT ROOM TO SHOW THE 30 X 48 CLEAR FLOOR SPACE
 BEYOND THE ARC OF THE DOOR. WHAT IS MISSING IS THE
 REQUIRED 30X48 INCH CLEAR FLOOR SPACE BEYOND THE ARC OF
 THE DOOR. USUALLY AT A 45% ANGLE TO THE DOOR ENTRANCE.
 SORRY I NEEDED TO GIVE CLARIFICATION.
 TOILET ROOM DOORS. 2017 FBC-ACCESSIBILITY CODE FIGURE
 604.8.1.6 SHOWS AN OUTSWING DOOR. PLEASE ALSO REVIEW
 SECTION 603.2.3. DOORS SHALL NOT SWING INTO THE CLEAR
 FLOOR SPACE OR CLEARANCES REQUIRED FOR ANY FIXTURE.
 DOORS SHALL BE PERMITTED TO SWING INTO THE REQUIRED
 TURNING SPACE. PLEASE SEE EXCEPTION 2. WHERE TOILET
 ROOMS ARE FOR INDIVIDUAL USE AND A CLEAR FLOORS SPACE
 COMPLYING WITH 305.3 IS PROVIDED WITHIN THE ROOM BEYOND
 THE ARC OF THE DOOR SWING. WHAT IS MISSING IS THE
 REQUIRED 30X48 INCH CLEAR FLOOR SPACE BEYOND THE ARC OF
 THE DOOR. USUALLY AT A 45% ANGLE TO THE DOOR ENTRANCE.
  
 7D) COMPLIED.
  
 7E) 2ND REQUEST. SHEET A2-5 DETAILS 8, 11 & 13MISSING
 COMPLIANCE WITH 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.
  
 7F) COMPLIED.
  
 7G) COMPLIED
 .
 7H)SEMI-COMPLIED. SEAT IS NOW SHOWN IN DETAIL # 1 & 4
 BUT THERE IS NO DIMENSION FROM THE FRONT EDGE OF THE
 TRANSFER SEAT TO THE OUTSIDE WALL LINE OF THE SHOWER
 WHERE THE 30X48 INCH WHEELCHAIR SPACE BEGINS. SHOWER
 COMPARTMENT SEATS MUST EXTEND TO WITHIN 3 INCHES OF THE
 COMPARTMENT ENTRY. ACCESS. CODE 610.3.
  
 7I) COMPLIED.
  
 7J) COMPLIED.
  
 8-9) COMPLIED.
  
 10) 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]
 .
 11) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT
 REVIEW CYCLE.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
 WORKING HOURS ARE MON. ? WED. 8:00AM -UNTIL NOON.
 RETIRED/ PART TIME.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2020-10-20 Cont ID  
Sent By jwitmer Date 2020-10-20 Time 11:27 Rev Time  
Received By jwitmer Date 2020-10-19 Time 09:14 Sent To  
Notes
2020-10-20 09:55:48WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20100064
 ADD: 1540 N. AUSTRALIAN AVE. / NEW BLDG. FOR HOUSING,
 COMMUNITY DEVELOPMENT)
 CONT: TBD/ TO BE DETERMINED
 TEL:
 E-MAIL:
  
 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. OCT.19TH/2020
 ACTION: DENIED
  
 1) NO DOCUMENTATION WAS SUBMITTED THIS REVIEW TO SHOW
 COMPLIANCE WITH THE 2017 FBC-ENERGY CODE.
  
 2017 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.
  
 2) SHEET 000 A0-0-COVER SHEET. UNDER THE HEADING
 PROJECT DATA/ GOVERNING CODES STATES, FBC-EXISTING
 BUILDING CODE 6TH EDITION 2017. FURTHER DOWN UNDER
 CLASSIFICATION OF WORK NEW CONSTRUCTION. PLEASE UPDATE
 THE GOVERNING CODES TO THE:
 2017 FLORIDA BUILDING CODE- BUILDING
 2017 FLORIDA BUILDING CODE- ACCESSIBILITY
 2017 FLORIDA BUILDING CODE - ENERGY
 2017 FLORIDA BUILDING CODE- MECHANICAL
 2017 FLORIDA BUILDING CODE- PLUMBING
  
 3) SHEET A2.1 LEVEL 1 LIFE SAFETY PLAN:
 3A) HEADING OCCUPANT LOADS. THE NEW MULTI-PURPOSE SPACE
 IS LISTED AS 388SQ. FT./ 50= 8. FOR A MULTI-PURPOSE
 ROOM, THE OCCUPANT LOAD FACTOR TAKEN OF 50 IS MORE IN
 LINE OF THAT OF LIBRARY READING ROOMS. FOR A
 MULTI-PURPOSE ROOM, YOU TAKE THE WORST-CASE SCENARIO
 WHICH WOULD BE 5 SQ. FT. STANDING ROOM ONLY, 7 SQ. FT.
 FOR CHAIRS ONLY AND TABLES AND CHAIRS 15 SQ. FT. SEE
 THE 2017 FBC-B TABLE 1004.1.2. WHEN YOU FIGURE 7 SQ.
 FT. FOR CHAIRS ONLY YOU WOULD HAVE 56 OCCUPANTS
 REQUIRING 2 MEANS OF EGRESS FROM THIS ROOM. PLEASE
 REVIEW TABLE 1006.2.1 FOR BUSINESS OR ASSEMBLY
 OCCUPANCIES, THE MAXIMUM OCCUPANT LOAD FOR A SINGLE
 EXIT ACCESS DOORWAY IS 49.
 3B) HEADING OCCUPANT LOADS. THE SUBMITTED OCCUPANT LOAD
 TABLE LIST 2,032 SQ. FT. AS NON-HABITABLE AREAS
 (JANITORIAL CLOSETS, STORAGE, ELECTRICAL ROOMS AND
 ENTRANCE) 2,032 S F/ 300= 7 OCCUPANTS.
 THE 2017 FBC-B TABLE 1004.1.2 FOR A BUSINESS OCCUPANCY
 LIST THE OCCUPANT LOAD FACTOR AS 100 GROSS. THE
 ENTRANCE AND RESTROOMS TILL SHOULD BE COUNTED WITH THE
 OCCUPANT LOAD FACTOR OF 100. THE STORAGE COMPONENT
 SQUARE FOOTAGE IS OVER 10 % OF THE FLOOR PLATE THEN IT
 IS TO BE CONSIDERED A SEPARATE OCCUPANCY. SEE THE
 2017FBC-B SECTION 509.3 AREA LIMITATIONS. INCIDENTAL
 USES SHALL NOT OCCUPY MORE THAN 10% OF THE BUILDING
 AREA OF THE STORY IN WHICH THEY ARE IN. THE QUESTION IS
 WHICH OCCUPANCY TYPE S1 OR S2 SEE TABLE 508.4 FOR
 RATINGS.
 SECTION 202 DEFINITIONS
 IBC-B 2015 CODE COMMENTARY. THE GROSS FLOOR AREA IS
 THAT AREA MEASURED WITHIN THE PERIMETER FORMED BY THE
 INSIDE SURFACE OF THE EXTERIOR WALLS. THE AREA OF ALL
 OCCUPIABLE SPACES AND NONOCCUPIABLE SPACES, INCLUDING
 MECHANICAL & ELEVATOR SHAFTS, TOILET ROOMS, CLOSETS AND
 MECHANICAL EQUIPMENT ROOM.
  
 2017 FBC-B DEFINITIONS. FLOOR AREA, GROSS. THE FLOOR
 AREA WITHIN THE INSIDE PERIMETER OF THE EXTERIOR WALLS
 OF THE BUILDING UNDER CONSIDERATION, EXCLUSIVE OF VENT
 SHAFTS AND COURTS, WITHOUT DEDUCTION FOR CORRIDORS,
 STAIRWAYS, CLOSETS, THE THICKNESS OF INTERIOR WALLS,
 COLUMNS OR OTHER FEATURES. THE FLOOR AREA OF A
 BUILDING, OR PORTION THEREOF, NOT PROVIDED WITH
 SURROUNDING EXTERIOR WALLS SHALL BE THE USABLE AREA
 UNDER THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR
 ABOVE. THE GROSS FLOOR AREA SHALL NOT INCLUDE SHAFTS
 WITH NO OPENINGS OR INTERIOR COURTS.
  
 4) SHEET S1.0 SHOWS THE WIND DESIGN CRITERIA AND THE
 COMPONENTS AND CLADDING, THE EFFECTIVE WIND AREA CHARTS
 FOR ROOF ZONES 1,2,3, OVERHANG ZONE 2 AND OVERHANG ZONE
 3 AS WELL AS WALL ZONES 4 & 5 WITH RESPECTIVE
 PRESSURES.
  
 4A) SHEET S1.0 THE EFFECTIVE WIND AREA (TRIBUTARY AREA)
 SHOWS ALL ROOF ZONES TO BE TAKEN AT 1 SQ. FT. ALL
 CHARTS IN THE 2017 FBC-B 1609.6.2, 2017 FBC-R TABLE
 R301.2(2) AND ASCE 7-10 FIGURE 30.5.1 ALL SHOW THE
 LEASE AMOUNT OF EFFECTIVE WIND AREA @ 10SF, NOT 1 SQ.
 FT.
 OUR POSITIVE PRESSURES FOR ALL ROOF ZONES ARE 17.01
 P.S.F. ALL IN VASD.
 OUR NEGATIVE PRESSURES FOR ROOF ZONE 1 -42.6 P.S.F.
 OUR NEGATIVE PRESSURES FOR ROOF ZONE 2 -70.2 P.S.F.
 OUR NEGATIVE PRESSURES FOR ROOF ZONE 3 -105.3 P.S.F. /
 NO 3 FOOT HIGH PARAPET.
 WALL ZONE 4 THE NEGATIVE WALL PRESSURES ARE: 10 SF
 -45.8/ 20 SF -43.9, 50S.F. -41.4 & 100 SF. -39.5 P.S.F.
 WALL ZONE 5 THE NEGATIVE WALL PRESSURES ARE: 10SF -56.6
 P.S.F., 20SF -52.8, 50 S.F. -47.7 & 100 S. F. -43.9
 P.S.F.
  
 4B) 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, SUN SHADES
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) PRE-ENGINEERED A/C STANDS
  
 4C) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE
 61G20 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 4D) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 4E) 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.
  
 4F) 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.
  
 4G) 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.
  
 5) SHEET M4.1 AND DETAIL RTU TIE-DOWN DETAIL. THIS
 DETAIL INDICATES THE ANCHORING OF THE RTU CURB TO THE
 BAR JOIST BUT THE DETAIL DOES NOT INDICATE FOR WHAT
 WIND SPEED THESE CONNECTIONS ARE DESIGNED FOR OR THE
 TRIBUTARY AREA/ SURFACE AREA OF THE RTU THAT THIS
 CONNECTION WAS DESIGNED FOR?
 2017 FBC-M- 301.15 WIND RESISTANCE.
 MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE
 EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO
 RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITH
 THE FLORIDA BUILDING CODE, BUILDING.
 FBC-B-1609.6.4.4.1 COMPONENTS AND CLADDING. WIND
 PRESSURE FOR EACH COMPONENT OR CLADDING ELEMENT IS TO
 BE DESIGNED FOR WIND PRESSURES COMPONENTS AND
 ATTACHMENTS.
 LATERAL FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP
 EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
 2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 5A) THIS SAME DETAIL REFERS TO SEE THE STRUCTURAL PLANS
 FOR DETAILS. SHEET S3.0 SHOWS THE ROOFTOP FRAMING.
 SHEET S-4.0 SHOWS THE TYPICAL ROOF OPENING SUB FRAMING.
 THE DETAIL INDICATES THE WELDS FOR THE L ANGLE 4X4X1/4
 TO BAR JOIST BUT THE WELD TYPE IS MISSING FOR THE L
 3X3X1/4? 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 5B) THE STRUCTURAL SHEETS SHOW STEEL BEAMS, ROOF
 FRAMING, BAR JOIST AND METAL DECKING. THE CONTRACTOR IS
 REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS &
 WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF
 INSPECTION FOR FIELD WIELDING, ON THE JOB-SITE
 WIELDING. THIRD PARTY CERTIFICATION WILL BE REQUIRED.
 REPORTS SUBMITTED TO BUILDING INSPECTOR AT TIME OF
 FRAMING INSPECTION.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT
 561-805-6666.
  
 5C) PLEASE NOTE SHEET S3.0 THE HOLE FOR THE ROOF ACCESS
 IS JUST FLOATING IN MID-AIR, NO FRAMING MEMBERS OR
 SECONDARY FRAMING MEMBERS AROUND THE ROOF ACCESS HOLE.
 107/2/1/2 ADDITIONAL INFORMATION IS REQUIRED.
  
 5D) ROOF TOP HATCHES/ ROOF ACCESS/ 2017 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.
  
 6) SHEET A5,1 DETAIL # 6 SHOWS A THROUGH THE WALL
 OVERFLOW SCUPPER DETAIL. THERE IS NO SIZE GIVEN FOR THE
 FINISHED OPENING OF THE OVERFLOW SCUPPER. THE SIZING OF
 THE SECONDARY OVERFLOW SCUPPER SHALL BE SIZED ACCORDING
 WITH THE FLORIDA PLUMBING CODE CHAPTER 11.
  
 7) SHEET A2.5 ENLARGED RESTROOM PLAN.
 7A) THE ENTRANCE BATHROOM SHOWS EPOXY PANEL WALLS.
 PLEASE PROVIDE THE MANUFACTURERS SPECIFICATION FOR THIS
 PRODUCT. 2017 FBC-B 1210.2.2. WALLS & PARTITIONS. THIS
 COMMENT IS A RESULT OF THE BUILDING OFFICIAL
 INTERPRETATION. IN RESTROOMS EPOXY PAINT IS NO LONGER
 CONSIDERED A SMOOTH HARD, NON-ABSORBENT SURFACE.
 WALLS & PARTITIONS WITHIN 2 FEET OF SERVICE SINKS,
 URINALS, AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD,
 NON-ABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 4
 FEET ABOVE THE FLOOR, EXCEPT FOR STRUCTURAL ELEMENTS,
 THE MATERIAL USED IN SUCH WALLS SHALL BE OF A TYPE THAT
 IS NOT ADVERSELY AFFECTED BY MOISTURE.
  
 2509.1. WET AREAS. SHOWERS AND PUBLIC TOILET WALLS
 SHALL COMPLY WITH 1210.2.
  
 1210.2. FINISH MATERIALS. WALLS, BASE, FLOORS AND
 PARTITIONS IN TOILET AND BATHROOMS SHALL COMPLY WITH
 SECTIONS 1210.1 THROUGH 1210.4.
  
 7B) SHEET A2.5 DETAIL# 2 HCD RESTROOM FLOOR PLAN SHOWS
 THE 30X48 CLEAR FLOOR SPACE FOR THE LAV BUT THE
 REQUIRED CLEAR FLOOR SPACE FOR THE WATER CLOSET IS NOT
 EVIDENT.
 CLEARANCES AT WATER CLOSETS. ACCESS. CODE 604.3
 CLEARANCE. CLEARANCES AROUND THE WATER CLOSETS AND IN
 TOILET COMPARTMENTS SHALL COMPLY WITH 604.3.
 604.3.1. SIZE. CLEARANCE AROUND A WATER CLOSET SHALL BE
 60 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE
 WALL AND 56 INCHES MINIMUM PERPENDICULAR FROM THE REAR
 WALL. NOTE THE MINIMUM BACK WALL MEASUREMENT SHOULD BE
 7-FOOT 1 INCH. BACK WALL DIMENSION IS NOT GIVEN NOR THE
 DISTANCE OF THE LAV OFF THE SIDE WALL OR THE WATER
 CLOSET OF THE SIDE WALL.
  
 7C) TOILET ROOM DOORS. 2017 FBC-ACCESSIBILITY CODE
 FIGURE 604.8.1.6 SHOWS AN OUTSWING DOOR. PLEASE ALSO
 REVIEW SECTION 603.2.3. DOORS SHALL NOT SWING INTO THE
 CLEAR FLOOR SPACE OR CLEARANCES REQUIRED FOR ANY
 FIXTURE. DOORS SHALL BE PERMITTED TO SWING INTO THE
 REQUIRED TURNING SPACE. PLEASE SEE EXCEPTION 2. WHERE
 TOILET ROOMS ARE FOR INDIVIDUAL USE AND A CLEAR FLOORS
 SPACE COMPLYING WITH 305.3 IS PROVIDED WITHIN THE ROOM
 BEYOND THE ARC OF THE DOOR SWING. WHAT IS MISSING IS
 THE REQUIRED 30X48 INCH CLEAR FLOOR SPACE BEYOND THE
 ARC OF THE DOOR. USUALLY AT A 45% ANGLE TO THE DOOR
 ENTRANCE.
  
 7D) PLEASE NOTE NONE OF THE RESTROOM DETAILS PROVIDE
 DIMENSIONS FOR THE GRAB BARS. 2017 FBC-ACCESSIBILITY
 CODE SECTION 609.4 POSITION OF GRAB BARS. GRAB BARS
 SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 INCHES
 MINIMUM AND 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR
 MEASURED TO THE TOP OF THE GRIPPING SURFACE, NOT
 CENTERLINE.
  
 2017 FBC-ACCESSIBILITY CODE SECTION 604.5.1 THE SIDE
 WALL GRAB BAR SHALL BE 42 INCHES (1065 MM) LONG
 MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM THE
 REAR WALL AND EXTENDING 54 INCHES (1370 MM) MINIMUM
 FROM THE REAR WALL.
  
 2017 FBC-ACCESSIBILITY CODE SECTION 604.5.2 REAR WALL.
 THE REAR WALL GRAB BAR SHALL BE 36 INCHES (915 MM) LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24
 INCHES (610 MM) MINIMUM ON THE OTHER SIDE.
  
 7E) 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.
  
  
  
 7F) MISSING DIMENSIONS. 603.3 MIRRORS. 2017
 FBC-ACCESSIBILITY CODE. MIRRORS LOCATED ABOVE
 LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE
 BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM
 ABOVE THE FINISH FLOOR OR GROUND.
  
 7G) ENTRANCE RESTROOM SHOWER ONLY GIVES THE BACK WALL
 ELEVATION AND IN THIS DETAIL THE SEAT IS NOT SHOWN, NOR
 DOES THE DETAIL NOTE IF THERE IS A CURB OR IS THIS A
 WALK IN SHOWER? ALSO MISSING THE CLEAR FLOOR SPACE.2017
 ACCESS. CODE 608.2.1.
  
 7H) SHOWER COMPARTMENT SEATS MUST EXTEND TO WITHIN 3
 INCHES OF THE COMPARTMENT ENTRY. ACCESS. CODE 610.3.
  
 7I) SHOWER COMPARTMENT GRAB BARS NOT SHOWN, MUST SHOW
 COMPLIANCE WITH ACCESS. CODE 608.3.1 AND 609.8
 STRUCTURAL STRENGTH.
  
 7J) THERE IS NO DETAIL SHOWING HOW COMPLIANCE WITH THE
 ACCESS. CODE SECTION 608.5.1 CONTROLS FOR TRANSFER TYPE
 SHOWER.
  
 8) SHEET A2-0 SHOWS HIGH-LOW SET OF DRINKING FOUNTAINS
 BY THE WEST ENTRY DOOR. SHEET A4-1 SHOWS THE ELEVATION
 VIEW OF THE WATER FOUNTAINS IN THE WEST MAIN ENTRANCE
 DETAIL. THERE ARE 3 ISSUES:
 8A) THE DETAIL ON SHEET A4-1 WILL NEED TO GIVE THE
 SPOUT OUTLET HEIGHT FROM FINISH FLOOR IN COMPLIANCE
 WITH THE ACCESS. CODE SECTIONS 602.4 & 602.7.
  
 8B) THE BOTTOM OF THE ARM HOLDING THE BOWL IS MISSING
 THE CLEAR HEIGHT BENEATH THE ARM AND IN COMPLIANCE WITH
 ACCESS. CODE PROTRUDING OBJECTS 307.2 PROTRUSION LIMITS
 307.2. OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES
 AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR SHALL NOT
 PROTRUDE MORE THAN 4 INCHES HORIZONTALLY INTO THE
 CIRCULATION PATH.
  
 8C) SHEET A2-0 IS MISSING THE CLEAR FLOOR SPACE
 REQUIREMENT. 602.2 CLEAR FLOOR SPACE. A CLEAR FLOOR
 SPACE COMPLYING WITH 305, POSITIONED FOR A FORWARD
 APPROACH, AND KNEE AND TOE CLEARANCE COMPLYING WITH 306
 SHALL BE PROVIDED.
  
 9) SHEET A6-1 THE DOOR SCHEDULE INDICATES THAT DOOR #
 08 IS 2 FEET 10 7/8 INCHES WIDE. PLEASE PROVIDE THE
 CLEAR OPENING WIDTH OF THIS DOOR.
 2017 FBC-ACCESSIBILITY CODE 404.2.3. CLEAR WIDTH. DOOR
 OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES
 MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS
 SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE
 STOP, WITH THE DOOR OPEN AT 90 DEGREES.
  
 2017 FBC-B 1010.1.1. SIZE OF DOORS. CLEAR WIDTH. DOOR
 OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES
 MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS
 SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE
 STOP, WITH THE DOOR OPEN AT 90 DEGREES.
  
 10) 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.
  
  
 11) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT
 REVIEW CYCLE.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2021-02-01 Cont ID  
Sent By jleahy Date 2021-02-01 Time 11:16 Rev Time 0.00
Received By jleahy Date 2021-02-01 Time 11:07 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2020-11-05 Cont ID  
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***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2021-01-22 Cont ID  
Sent By Mgonzale Date 2021-01-22 Time   Rev Time 0.00
Received By   Date 2021-01-22 Time   Sent To Z
Notes
2021-01-22 13:40:59DIRECT ENGINEERING SUBMITTAL IS REQUIRED FOR WATER AND
 FIRELINE TAPS.
  
 CONTACT: [email protected] FOR FORMAL ENGINEERING
 SUBMITTAL APPLICATION.
  
 MANNY GONZALEZ
 SENIOR PROJECT COORDINATOR
 (561)818-1322
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2020-12-08 Cont ID  
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Notes
2020-12-08 09:42:32PLEASE ADDRESS ZONING COMMENTS.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2020-10-27 Cont ID  
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Notes
2020-10-27 14:48:14PLEASE ADDRESS ZONING COMMENTS.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2021-01-20 Cont ID  
Sent By pleduc Date 2021-01-20 Time   Rev Time 0.00
Received By pleduc Date 2021-01-19 Time 12:22 Sent To  
Notes
2021-01-20 13:01:02FIRE PROVISO:
  
  
 ALL FIRE ALARM WORK SHALL BE DONE UNDER SEPARATE PERMIT
 AND SHOP DRAWINGS
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
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Notes
2020-10-20 12:01:22FIRE PROVISO:
  
  
 ALL FIRE ALARM WORK SHALL BE DONE UNDER SEPARATE PERMIT
 AND SHOP DRAWINGS
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
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***NONE***
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***NONE***
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Rev No 3 Status P Date 2021-06-15 Cont ID  
Sent By jwitmer Date 2021-06-15 Time 14:39 Rev Time 0.00
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Notes
2021-06-11 10:08:31RECEIPT MU-2021-012539 - $9106.88 - PAID
2021-03-10 10:07:113/10/21 EMAILED IMPACT OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2020-12-06 Cont ID  
Sent By jwitmer Date 2020-12-06 Time 16:23 Rev Time 0.00
Received By jwitmer Date 2020-12-06 Time 16:16 Sent To  
Notes
2020-12-06 16:23:10IMPACT 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 IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2020-10-20 Cont ID  
Sent By jwitmer Date 2020-10-20 Time 11:29 Rev Time  
Received By jwitmer Date 2020-10-19 Time 09:14 Sent To  
Notes
2020-10-20 11:28:44IMPACT 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.
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2021-01-26 Cont ID  
Sent By medwards Date 2021-01-26 Time 15:01 Rev Time 0.00
Received By medwards Date 2021-01-26 Time 14:57 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2020-12-17 Cont ID  
Sent By medwards Date 2020-12-17 Time 14:27 Rev Time 0.00
Received By medwards Date 2020-12-17 Time 14:27 Sent To  
Notes
2020-12-17 14:27:581ST REVIEW FBC-2017 MECHANICAL
 PERMIT-20100064
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE SIXTH
 EDITION 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET M3.0: BASED ON TABLE 403.3.1.1 OF THE 2017
 FLORIDA MECHANICAL CODE THE CONFERENCE ROOM OUTDOOR AIR
 CALCULATION IS UNDER SIZED:
 (50 PER 1000SQ FT.: 895/1000 = 0.895; 0.895 X 50 =
 44.75; 44.75 X 5 = 223.75
 895 X .06= 53.70: 223.75 + 53.70 = 277.45)
  
  
 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 M MECHANICAL (A/C)
Rev No 1 Status F Date 2020-10-30 Cont ID  
Sent By medwards Date 2020-10-30 Time 15:16 Rev Time 0.00
Received By medwards Date 2020-10-30 Time 13:13 Sent To  
Notes
2020-10-30 15:17:061ST REVIEW FBC-2017 MECHANICAL
 PERMIT-20100064
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PLEASE PROVIDE A CODE ANALYSIS FOR THIS PROJECT. FBC
 107.2
  
 2) ACCORDING TO THE BUILDING REVIEWER, IT APPEARS THE
 OCCUPANT COUNT IS NOT PER THE BUILDING CODE. THE
 OUTSIDE AIR CALCULATIONS ARE BASED ON THE BUILDING
 OCCUPANT LOAD. WE CAN NOT DO THE OUTSIDE AIR
 CALCULATIONS UNTIL THE BUILDING OCCUPANT LOAD IS
 CONSISTENT WITH THE FBC. FBC M TABLE 403.3.1.1.
  
 3) PLEASE PROVIDE AN OUTDOOR AIR CALCULATION. FBC M
 TABLE 403.3.1.1
  
 4) PLEASE PROVIDE THE ENERGY CALCULATIONS. FBC EC C402
  
 5) PLEASE PROVIDE CALCULATIONS FOR THE MECHANICAL
 SYSTEMS. FBC EC M403.2
  
 6) PLEASE SHOW ACCESS TO ROOF FOR THE RTU. FBC M 306.5
  
 7) PLEASE SHOW CLEARANCE AROUND RTU AND DISTANCE TO
 EDGE OF ROOF. FBC M 304.11
  
 8) PLEASE SHOW THAT THE INTAKE OPENING LOCATION FOR THE
 RTU MEETS FBC M 401.4
  
 9) PLEASE SHOW THAT THE EXHAUST TERMINATION LOCATIONS
 MEET FBC M 501.3.1
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE OLD
 SHEETS FROM THE PLAN SETS, BIND THEM TOGETHER
 SEPARATELY AND MARK VOID OR OLD ON THEM. PLEASE RETAIN
 THEM FOR REFERENCE WITH THE NEW SUBMITTED PLANS. THIS
 PROCESS WILL ALSO APPLY TO ANY DOCUMENTS SUCH AS
 PRODUCT APPROVALS OR CALCULATIONS BEING REPLACED OR
 UPDATED.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
  
Review Stop P PLUMBING
Rev No 4 Status P Date 2021-02-22 Cont ID  
Sent By ccole Date 2021-02-22 Time 18:06 Rev Time 0.00
Received By ccole Date 2021-02-22 Time 17:40 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2021-02-05 Cont ID  
Sent By ccole Date 2021-02-05 Time 16:23 Rev Time 0.00
Received By ccole Date 2021-01-28 Time 14:13 Sent To  
Notes
2021-02-05 16:34:132ND REVIEW FBC-2017 PLUMBING
 PERMIT- 20100064
 12/22/2020
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE SIXTH EDITION 2017
 FBC ACC- FLORIDA ACCESSIBILITY CODE SIXTH ADDITION 2017
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
 COMMENT #2 FROM THE 1ST AND 2ND REVIEW STILL EXISTS.
 BASED ON THE CODE SECTIONS REFERENCED IN THE COMMENT,
 THE SINGLE USER BATHROOMS IN THE SPECIAL VISITORS AND
 SICKLE CELL FOUNDATION AREAS CANNOT BE LABELED AS
 UNISEX BECAUSE THE WATER CLOSETS IN THOSE ROOMS SHALL
 BE GENDER SPECIFIC IN ORDER TO MEET THE REQUIRED NUMBER
 OF TWO MALE AND TWO FEMALE WATER CLOSETS EACH FOR THE
 BUSINESS OCCUPANCY AND OCCUPANT LOAD.
  
 2) PROVIDE PLUMBING FIXTURE CALCULATIONS IN ACCORDANCE
 WITH TABLE 403.3 FBC P. PLEASE NOTE THE OCCUPANT LOAD
 OF THE FACILITY IS BEING QUESTIONED BY THE BUILDING
 PLAN REVIEWER. AN INCREASED OCCUPANT LOAD COULD RESULT
 IN INCREASED FIXTURE REQUIREMENTS- TABLE 403.3 FBC P.
 THE PLUMBING FIXTURE CALCULATIONS ON SHEET A2.1
 INDICATE UNISEX WATER CLOSETS ARE PROVIDED TO MEET THE
 REQUIREMENT OF TWO MALE AND TWO FEMALE WATER CLOSETS.
 BASED ON SECTIONS 403.1.1, 403.1.2, AND 403.2.1 FBC P
 THE PLUMBING FIXTURES AND RESTROOMS SHALL BE IDENTIFIED
 AS EITHER MALE OR FEMALE. THE EXCEPTION UNDER SECTION
 403.2.1 APPLIES TO ASSEMBLY AND MERCANTILE OCCUPANCIES-
 SECTION 403.1.2 FBC P: FIXTURES LOCATED WITHIN FAMILY
 OR ASSISTED-USE TOILET AND BATHING ROOMS REQUIRED BY
 THE FLORIDA BUILDING CODE, ACCESSIBILITY ARE PERMITTED
 TO BE INCLUDED IN THE NUMBER OF REQUIRED FIXTURES FOR
 EITHER THE MALE OR FEMALE OCCUPANTS IN ASSEMBLY AND
 MERCANTILE OCCUPANCIES. SECTION 403.2.1 STATES FAMILY
 OR ASSISTED-USE TOILET FACILITIES SHALL NOT BE REQUIRED
 TO BE IDENTIFIED FOR EXCLUSIVE USE BY EITHER SEX AS
 REQUIRED BY SECTION 403.4- REQUIRED PUBLIC FACILITIES
 SHALL BE PROVIDED WITH SIGNS THAT DESIGNATE THE SEX.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
2021-02-02 09:32:27IN PROGRESS
 CCOLE- 2/2/21
Review Stop P PLUMBING
Rev No 2 Status F Date 2020-12-22 Cont ID  
Sent By ccole Date 2020-12-22 Time 16:25 Rev Time 0.00
Received By ccole Date 2020-12-22 Time 16:55 Sent To  
Notes
2020-12-22 16:26:072ND REVIEW FBC-2017 PLUMBING
 PERMIT- 20100064
 12/22/2020
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE SIXTH EDITION 2017
 FBC ACC- FLORIDA ACCESSIBILITY CODE SIXTH ADDITION 2017
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
 UNRESOLVED COMMENTS FROM THE 1ST REVIEW ARE LISTED
 BELOW WITH ADDITIONAL NOTES IN CAP LETTERS.
  
 2) PROVIDE PLUMBING FIXTURE CALCULATIONS IN ACCORDANCE
 WITH TABLE 403.3 FBC P. PLEASE NOTE THE OCCUPANT LOAD
 OF THE FACILITY IS BEING QUESTIONED BY THE BUILDING
 PLAN REVIEWER. AN INCREASED OCCUPANT LOAD COULD RESULT
 IN INCREASED FIXTURE REQUIREMENTS- TABLE 403.3 FBC P.
 THE PLUMBING FIXTURE CALCULATIONS ON SHEET A2.1
 INDICATE UNISEX WATER CLOSETS ARE PROVIDED TO MEET THE
 REQUIREMENT OF TWO MALE AND TWO FEMALE WATER CLOSETS.
 BASED ON SECTIONS 403.1.1, 403.1.2, AND 403.2.1 FBC P
 THE PLUMBING FIXTURES AND RESTROOMS SHALL BE IDENTIFIED
 AS EITHER MALE OR FEMALE. THE EXCEPTION UNDER SECTION
 403.2.1 APPLIES TO ASSEMBLY AND MERCANTILE OCCUPANCIES-
 SECTION 403.1.2 FBC P: FIXTURES LOCATED WITHIN FAMILY
 OR ASSISTED-USE TOILET AND BATHING ROOMS REQUIRED BY
 THE FLORIDA BUILDING CODE, ACCESSIBILITY ARE PERMITTED
 TO BE INCLUDED IN THE NUMBER OF REQUIRED FIXTURES FOR
 EITHER THE MALE OR FEMALE OCCUPANTS IN ASSEMBLY AND
 MERCANTILE OCCUPANCIES. SECTION 403.2.1 STATES FAMILY
 OR ASSISTED-USE TOILET FACILITIES SHALL NOT BE REQUIRED
 TO BE IDENTIFIED FOR EXCLUSIVE USE BY EITHER SEX AS
 REQUIRED BY SECTION 403.4- REQUIRED PUBLIC FACILITIES
 SHALL BE PROVIDED WITH SIGNS THAT DESIGNATE THE SEX.
  
 3) SHEET A2.5: MISSING ACCESSIBLE PLUMBING FIXTURE
 DETAILS PER FBC ACC:
  
 A) CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS FOR THE
 WATER CLOSET- SECTION 604.3. SHEETS A2.5 & P0.0: BASED
 ON THE 7' 1" DIMENSION ON THE ENTRANCE RESTROOM PLAN
 AND THE ACTUAL WIDTH OF THE SINK, IT APPEARS THAT THE
 CLEAR FLOOR SPACE OF THE WATER CLOSET WILL BE
 OVERLAPPING THE SINK- SEE SECTION 604.3.2 FBC ACC.
  
 B) CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS FOR THE
 LAVATORY- SECTION 606.2. SHEET A2.5: PLEASE PROVIDE THE
 CLEAR FLOOR SPACE DIMENSIONS, AND REVISE THE PLAN IN
 RESPONSE RESPOND TO BUILDING COMMENT #7C.
  
 C) TURNING SPACE DIAMETERS- SECTION 304.3. SHEET A2.5-
 SHOW THE DIAMETERS.
  
 M) LOCATION OF ACCESSIBLE SHOWER SEAT- SECTIONS 610.3 &
 610.3.2. SHEET A2.5: THE END OF THE "L" SHALL BE 22
 INCHES (560 MM) MINIMUM AND 23 INCHES MAXIMUM FROM THE
 MAIN SEAT WALL.
  
 N) REFER TO SECTIONS 306, 307, AND 602 FBC ACC AND
 PROVIDE DRINKING FOUNTAIN INSTALLATION DETAILS AND
 ELEVATION VIEWS SHOWING KNEE AND TOE CLEARANCES, SPOUT
 HEIGHTS, AND SPOUT LOCATIONS. SHOW THE REQUIRED 30 X 48
 IN. CLEAR FLOOR SPACE FOR A FORWARD WHEELCHAIR APPROACH
 TO THE FOUNTAIN- SECTION 602.2 FBC ACC, AND SHOW HOW
 THE LOCATIONS OF THE FOUNTAINS WILL BE IN COMPLIANCE
 WITH SECTION 307.2 PROTRUSION LIMITS. SHEETS A2.0 &
 A3.3: THE DETAIL ON A3.3 APPEARS SHOWS NON-COMPLIANCE
 FOR PROTRUDING OBJECTS BECAUSE IT INDICATES A DRINKING
 FOUNTAIN WITH NO LEADING EDGES BELOW THE 27 IN. HEIGHT
 WHICH IS THE CANE DETECTION ZONE.
  
 L) REFER TO SECTIONS 305, 306, 308, AND 606 FBC ACC.
 AND PROVIDE THE CLEAR FLOOR SPACE APPROACH FOR THE
 BREAKROOM SINK, AND FRONT AND SIDE ELEVATION VIEWS
 SHOWING THE CORRECT HEIGHT OF THE SINK FROM THE
 FINISHED FLOOR. PLEASE NOTE THE HEIGHT OF THE BREAKROOM
 SINK IS INCORRECTLY SHOWN AT 3'0" ON SHEET A2.6. THE
 HEIGHT OF THE SINK WAS NOT CORRECTED. LAVATORIES AND
 SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER
 OF THE RIM OR COUNTER SURFACE 34 INCHES MAXIMUM ABOVE
 THE FINISH FLOOR OR GROUND- SECTION 606.2.
  
 5) P0.0: PLEASE INCLUDE THE RECIRCULATION PUMP, THE
 MIXING VALVES, AND THE BACKFLOW PREVENTERS IN THE
 SCHEDULE- SECTIONS 607.1.2, 607.2.1, & 608.3 FBC P.
 MIXING VALVES AND BACKFLOW PREVENTERS WERE NOT INCLUDED
 IN THE SCHEDULE. PLEASE NOTE THE SPECIFICATIONS FOR THE
 MIXING VALVES AND BACKFLOW PREVENTERS MAY BE DEFERRED
 SUBMITTALS.
  
 9) P2.1 & P.30: PLEASE LABEL THE HOT WATER RETURN (HWR)
 LINE IN THE DRAWINGS FOR CLARITY- SECTION 107.2.1 WPB.
 HWR NOT LABELED.
 14) SHEETS A2.2 & P2.2 ROOF DRAINAGE- FBC P.
  
 G) SHOW HOW RAINWATER FROM THE CONCRETE CANOPIES
 INCLUDING TRIBUTARY RAINWATER FROM THE HIGH ROOFS WILL
 DRAIN TO AN APPROVED PLACE OF DISPOSAL- SECTION 1101.2.
 PLEASE CLARIFY IF GUTTERS WILL BE PROVIDED FOR THE EAST
 AND WEST ENTRANCE ROOF CANOPIES, OR IF THE RAINWATER
 WILL BE DRAINED AWAY FROM THE BUILDING INTO A BASIN OR
 PERMEABLE GROUND.
  
 NEW COMMENT:
  
 1) P1 AND C07: PLEASE SHOW THE 4 INCH HORIZONTAL STORM
 DRAIN RUNNING ALONG THE WEST PERIMETER OF THE BUILDING-
 SEE SHEET P2.0.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2020-10-28 Cont ID  
Sent By ccole Date 2020-10-28 Time 10:46 Rev Time 0.00
Received By ccole Date 2020-10-27 Time 14:20 Sent To  
Notes
2020-10-28 10:46:491ST REVIEW FBC-2017 PLUMBING
 PERMIT- 20100064
 10/27/2020
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE SIXTH EDITION 2017
 FBC ACC- FLORIDA ACCESSIBILITY CODE SIXTH ADDITION 2017
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PLACE A NOTE ON THE PLANS TO INDICATE THE WATER
 SERVICE BACKFLOW PREVENTER, AND THE IRRIGATION SYSTEM
 SHALL BE UNDER SEPARATE PERMIT- SECTION 107.2.1 WPB.
  
 2) PROVIDE PLUMBING FIXTURE CALCULATIONS IN ACCORDANCE
 WITH TABLE 403.3 FBC P. PLEASE NOTE THE OCCUPANT LOAD
 OF THE FACILITY IS BEING QUESTIONED BY THE BUILDING
 PLAN REVIEWER. AN INCREASED OCCUPANT LOAD COULD RESULT
 IN INCREASED FIXTURE REQUIREMENTS- TABLE 403.3 FBC P.
  
 3) SHEET A2.5: MISSING ACCESSIBLE PLUMBING FIXTURE
 DETAILS PER FBC ACC:
 A) CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS FOR THE
 WATER CLOSET- SECTION 604.3.
 B) CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS FOR THE
 LAVATORY- SECTION 606.2.
 C) CLEAR FLOOR SPACE DIAGRAM AND DIMENSIONS FOR THE
 SHOWER- SECTION 608.2.1
 C) TURNING SPACE DIAMETERS- SECTION 304.3.
 D) CENTERLINE OF THE WATER CLOSETS FROM THE SIDE WALL-
 SECTION 604.2.
 E) HEIGHT OF THE WATER CLOSET SEATS FROM THE FINISHED
 FLOOR- SECTION 604.4. PLEASE NOTE THE DRAWING
 INCORRECTLY SHOWS A 1?-3? HEIGHT TO THE WATER CLOSET
 RIM.
 F) LOCATIONS, LENGTHS, AND MOUNTING HEIGHTS OF GRAB
 BARS FOR THE WATER CLOSETS- SECTION 604.5 & 609.4
 G) LOCATION OF THE WATER CLOSET FLUSH CONTROL IS SHOWN
 ON THE WRONG SIDE IN THE SICKLE CELL BATHROOM ELEVATION
 - SECTION 604.6.
 H) CENTERLINE OF THE TOILET PAPER DISPENSERS MEASURED
 FROM THE FRONTS OF THE WATER CLOSETS- SECTION 604.7.
 I) LOCATIONS, LENGTHS, AND MOUNTING HEIGHTS OF GRAB
 BARS FOR THE ACCESSIBLE SHOWER- SECTION 608.3 AND
 608.3.1
 K) LOCATION OF CONTROL, FAUCET, AND SHOWER SPRAY IN THE
 SHOWER- SECTION 608.5.1.
 L) SHOWER SPRAY UNIT SPECIFICATIONS PER SECTION 608.6.
 M) LOCATION OF ACCESSIBLE SHOWER SEAT- SECTIONS 610.3 &
 610.3.2.
 N) REFER TO SECTIONS 306, 307, AND 602 FBC ACC AND
 PROVIDE DRINKING FOUNTAIN INSTALLATION DETAILS AND
 ELEVATION VIEWS SHOWING KNEE AND TOE CLEARANCES, SPOUT
 HEIGHTS, AND SPOUT LOCATIONS. SHOW THE REQUIRED 30 X 48
 IN. CLEAR FLOOR SPACE FOR A FORWARD WHEELCHAIR APPROACH
 TO THE FOUNTAIN- SECTION 602.2 FBC ACC, AND SHOW HOW
 THE LOCATIONS OF THE FOUNTAINS WILL BE IN COMPLIANCE
 WITH SECTION 307.2 PROTRUSION LIMITS.
 L) REFER TO SECTIONS 305, 306, 308, AND 606 FBC ACC.
 AND PROVIDE THE CLEAR FLOOR SPACE APPROACH FOR THE
 BREAKROOM SINK, AND FRONT AND SIDE ELEVATION VIEWS
 SHOWING THE CORRECT HEIGHT OF THE SINK FROM THE
 FINISHED FLOOR. PLEASE NOTE THE HEIGHT OF THE BREAKROOM
 SINK IS INCORRECTLY SHOWN AT 3'0" ON SHEET A2.6.
  
 4) SHEET P0.0: PROVIDE THE EFFICIENCY RATING OF THE
 WATER HEATER- TABLE C404.3 FBC EC.
  
 5) P0.0: PLEASE INCLUDE THE RECIRCULATION PUMP, THE
 MIXING VALVES, AND THE BACKFLOW PREVENTERS IN THE
 SCHEDULE- SECTIONS 607.1.2, 607.2.1, & 608.3 FBC P.
  
 6) P0.0: PROVIDE A PLUMBING FIXTURE SCHEDULE INDICATING
 MAKES AND MODELS OF THE WATER CLOSETS, WATER CLOSET
 VALVES, LAVATORY SINKS AND FAUCETS, BREAKROOM SINK AND
 FAUCET, DISHWASHER, MOP SINK AND FAUCET, DRINKING
 FOUNTAIN, HOSE BIBS, AND SHOWER FAUCET AND SPRAY UNIT-
 SECTION 405 FBC P.
  
 7) P2.0: THE DIAMETERS OF THE RWL PIPES NOT SHOWN-
 1106.2 FBC P.
  
 8) P2.0: THE HORIZONTAL STORM DRAIN PIPES REQUIRE
 CLEANOUTS AT 100 FT. INTERVALS- SECTIONS 1101.8 &
 708.1.1 & , AND AT HORIZONTAL TO VERTICAL CHANGES OF
 DIRECTION- SECTION 708.1.4 FBC P.
  
 9) P2.1 & P.30: PLEASE LABEL THE HOT WATER RETURN (HWR)
 LINE IN THE DRAWINGS FOR CLARITY- SECTION 107.2.1 WPB.
  
 10) P2.1 & P3.0: A FULL OPEN SHUT OFF VALVE IS REQUIRED
 FOR AT THE BOTTOM OF THE CW RISER PIPE TO THE ROOF-
 SECTION 606.1(4) FBC P.
  
 11) P2.1: SHOW THE HOT WATER LINE RUN TO THE BREAKROOM
 SINK, AND WATER LINES TO THE DISHWASHER- SECTIONS 409.2
 & 607.1 FBC P.
  
 12) P2.1 & P3.0: SHOW THE LOCATIONS OF REQUIRED WATER
 HAMMER ARRESTORS FOR SUPPLY LINES TO FIXTURES WITH
 QUICK CLOSING VALVES I.E. FLUSH VALVES, DRINKING
 FOUNTAINS, DISHWASHER, ICE MAKERS, COFFEE MACHINE ETC.
 SECTION 604.9 FBC P.
  
 13) P3.0 & P4.1: SHOW THE LOCATION OF THE MASTER MIXING
 VALVE, AND THE REQUIRED MIXING VALVES AT THE
 LAVATORIES- SECTIONS 416.5 & 607.1.2 FBC P. PLEASE NOTE
 THE WATER HEATER SHOWS A MASTER MIXING BUT THE
 ISOMETRIC DOES NOT SHOW IT.
  
 14) SHEETS A2.2 & P2.2 ROOF DRAINAGE- FBC P.
  
 A) PROVIDE PRIMARY ROOF DRAIN CALCULATIONS FOR SIZING
 THE ROOF DRAINS, VERTICAL LEADERS, AND HORIZONTAL DRAIN
 PIPES- SECTION 1105.2 & 1106.1. THE PLAN IS INDICATING
 CALCULATIONS FOR SECONDARY OR OVERFLOW CALCULATIONS BUT
 NOT THE PRIMARY ROOF DRAINS. PLEASE NOTE THE
 CALCULATIONS SHALL INCLUDE DRAINAGE FROM PARAPET WALLS-
 1106.4.
  
 B) REFER TO SECTION 1105.2: THE CALCULATIONS SHALL BE
 BASED ON THE PUBLISHED ROOF DRAIN FLOW RATE, BASED ON
 THE HEAD OF WATER ABOVE THE ROOF DRAIN. THE FLOW RATE
 USED FOR SIZING THE STORM DRAINAGE PIPING SHALL BE
 BASED ON THE MAXIMUM ANTICIPATED PONDING AT THE ROOF
 DRAIN.
  
 C) REFER TO SECTION 1101.7 AND VERIFY COMPLIANCE:
 ROOFS SHALL BE DESIGNED FOR THE MAXIMUM POSSIBLE DEPTH
 OF WATER THAT WILL POND THEREON AS DETERMINED BY THE
 RELATIVE LEVELS OF ROOF DECK AND OVERFLOW WEIRS,
 SCUPPERS, EDGES OR SERVICEABLE DRAINS IN COMBINATION
 WITH THE DEFLECTED STRUCTURAL ELEMENTS. IN DETERMINING
 THE MAXIMUM POSSIBLE DEPTH OF WATER, ALL PRIMARY ROOF
 DRAINAGE MEANS SHALL BE ASSUMED TO BE BLOCKED. THE
 MAXIMUM POSSIBLE DEPTH OF WATER ON THE ROOF SHALL
 INCLUDE THE HEIGHT OF THE WATER REQUIRED ABOVE THE
 INLET OF THE SECONDARY ROOF DRAINAGE MEANS TO ACHIEVE
 THE REQUIRED FLOW RATE OF THE SECONDARY DRAINAGE MEANS
 TO ACCOMMODATE THE DESIGN RAINFALL RATE AS REQUIRED BY
 SECTION 1106.
  
 D) PROVIDE AN EQUIPMENT SCHEDULE FOR THE ROOF DRAINS-
 MAKE AND MODEL NUMBER, SUBMIT MANUFACTURER'S
 SPECIFICATIONS, AND PROVIDE AN ENLARGED INSTALLATION
 DETAIL ON THE PLAN- SECTION 1105.1.
  
 E) SHEET A2.2: AT EACH LOW ROOF DRAIN IN THE DRAWING
 PLEASE SHOW THE ACCUMULATIVE SQ. FOOTAGE AND GPM FLOW
 FOR DRAINAGE FROM BOTH THE LOW AND HIGH ROOFS AND THE
 PARAPETS. REFER TO TABLES 1106.2 AND 1106.3 AND
 INDICATE THE SIZES OF THE VERTICAL LEADERS, AND THE
 SIZES AND SLOPES OF THE HORIZONTAL DRAINS.
  
 F) A2.2: SHOW THE LOCATIONS OF THE EMERGENCY SCUPPERS,
 PROVIDE SIZING CALCULATIONS AND AN ENLARGED DETAIL-
 SECTION 1108.3 FBC P AND SECTIONS 1503.4.1 & 1503.4.2
 FBC B.
  
 G) SHOW HOW RAINWATER FROM THE CONCRETE CANOPIES
 INCLUDING TRIBUTARY RAINWATER FROM THE HIGH ROOFS WILL
 DRAIN TO AN APPROVED PLACE OF DISPOSAL- SECTION 1101.2.
  
 15) SHOW COMPLIANCE WITH SECTION 310.3 FBC P FOR
 INTERIOR WALL FINISHES IN THE TOILET ROOMS AND AT THE
 MOP SINK LOCATION- SEE SECTION 1210.2.2 FBC B.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2021-01-17 Cont ID  
Sent By jwitmer Date 2021-01-17 Time 15:13 Rev Time 0.00
Received By jwitmer Date 2021-01-17 Time 14:27 Sent To  
Notes
2021-01-17 15:10:58ROOFING PRODUCT APPROVALS:
 NOA: 15-0731.1.1 SARNAFIL G410 INSULATED CONCRETE
 NOA: 15-0731.12 SARNAFIL G410 STEEL DECKS
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2020-12-07 Cont ID  
Sent By jwitmer Date 2020-12-07 Time 10:27 Rev Time 0.00
Received By jwitmer Date 2020-12-06 Time 16:16 Sent To  
Notes
2020-12-07 10:23:052ND REQUEST.ROOFING. RESPONSE INDICATES TO VIEW SHEET
 A2.2. FOR INFORMATION REQUIRED. THE BUILDING DEPARTMENT
 REQUIRES ALL THE IMPORTANT INFORMATION TO BE FILED OUT
 WITHIN THE PRODUCT APPROVAL (LISTED BELOW FOR EACH
 ROOFING PRODUCT APPROVAL, SYSTEM AND SUB-SYSTEM BY
 EITHER THE CONTRACTOR AND BEING REVIEWED BY THE
 DESIGNER OF RECORD AND APPLYING THEIR SHOP DRAWING OF
 APPROVAL, OR IN THE CASE WHERE NO CONTRACTOR HAS BEEN
 CHOSEN AND THE DESIGNER OF RECORD IS PICKING OUT THE
 PRODUCT APPROVALS, THEN THEY ARE THE ONES CHOOSING THE
 SYSTEMS, SUB-SYSTEMS AND IF ENHANCED FASTENING IS
 REQUIRED IN ZONES 2 AND OR 3, IDENTIFY EACH WITHIN THE
 PRODUCT APPROVAL, APPLY THEIR SHOP DRAWING STAMP OF
 APPROVAL BEFORE SUBMITTING TO THE BUILDING DEPARTMENT.
 WE DO NOT GUESS AT WHAT IS BEING INSTALLED, THAT IS WHY
 WE REQUEST THESE PRODUCTS AND PRESSURES TO BE
 IDENTIFIED. IT?S A LOT MORE COSTLY IN TIME AND MONEY TO
 FIND THE WRONG PRODUCT WAS ORDERED AND INSTALLED.
 THE WEST PALM BEACH ADMINISTRATIVE CODE 2017 107.2.1.
 DRAWINGS & SPECIFICATIONS SHALL CONTAIN INFORMATION, IN
 THE FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF
 MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY
 WITH THE TECHNICAL CODES. CONSTRUCTION DOCUMENTS SHALL
 BE SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE
 AND EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT
 IT WILL CONFORM TO THE PROVISIONS OF THIS CODE AND
 RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS
 DETERMINED BY THE BUILDING OFFICIAL.
 1ST ROUND OF COMMENTS. 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.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2020-10-20 Cont ID  
Sent By jwitmer Date 2020-10-20 Time 11:34 Rev Time  
Received By jwitmer Date 2020-10-19 Time 09:15 Sent To  
Notes
2020-10-20 11:34:48ROOF REVIEW.
 MISSING ROOFING PRODUCT APPROVALS. SEE BUILDING REVIEW
 COMMENTS.
 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)(D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS,
 LROOFING INSULATION, ROOFING PRODUCTS
  
 W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE
 61G20 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 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.
  
 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.
  
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT
 REVIEW CYCLE.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2021-02-03 Cont ID  
Sent By ccole Date 2021-02-03 Time 08:36 Rev Time 0.00
Received By ccole Date 2021-02-03 Time 07:38 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2020-12-22 Cont ID  
Sent By ccole Date 2020-12-22 Time 16:53 Rev Time 0.00
Received By ccole Date 2020-12-22 Time 10:54 Sent To  
Notes
2020-12-22 16:54:06SIGNATURE REVIEW
 PERMIT- 20100064
 12/22/2020
 DENIED.
  
 1) THE NEW STRUCTURAL PLAN SHEETS S1.0 & S4.0 ARE NOT
 DIGITALLY SIGNED AND SEALED BY THE ENGINEER OF RECORD-
 FL. STATUTE 471.025, AND SECTION 61G15-23.005 FAC.
  
 FLORIDA BOARD OF PROFESSIONAL ENGINEERS GUIDELINES FOR
 ELECTRONIC OR DIGITALLY SIGNED AND SEALED PLANS AND
 DOCUMENTS.
  
 A DIGITAL SIGNATURE MUST BE UNIQUE TO THE PROFESSIONAL
 ENGINEER USING IT, OBTAINED FROM A THIRD-PARTY
 CERTIFICATION AUTHORITY, AND CAPABLE OF VERIFICATION.
 THE CERTIFICATION AUTHORITY WILL VET THE PE AND PROVIDE
 A PASSWORD-PROTECTED DIGITAL SIGNATURE FILE. (FBPE DOES
 NOT APPROVE OR PROVIDE A LIST OF AUTHORITIES.)
 YOU MAY NOT USE THE DIGITAL OPTION PROVIDED IN ADOBE
 ACROBAT, SINCE IT IS SELF-AUTHENTICATED AND DOES NOT
 USE A THIRD PARTY.
 YOUR DIGITAL SIGNATURE MUST BE LINKED TO THE DOCUMENT
 IN SUCH A WAY THAT ANY CHANGE INVALIDATES THE SIGNATURE
 AND DOCUMENT.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2020-10-30 Cont ID  
Sent By medwards Date 2020-10-30 Time 15:49 Rev Time 0.00
Received By medwards Date 2020-10-30 Time 15:20 Sent To  
Notes
2020-10-30 15:50:49ENGINEER MUST DIGITALLY SIGN AND SEAL SHEET M3.0
  
 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   Cont ID  
Sent By   Date 2021-02-01 Time   Rev Time 0.00
Received By   Date 2021-02-01 Time   Sent To  
Notes
2021-02-01 12:49:50*******************************************ZONING
 REVIEW*************************************************
  
 THE SITE PLAN APPROVAL ASSOCIATED WITH THIS PERMIT
 REQUIRES A SHARED PARKING AGREEMENT PRIOR TO
 CERTIFICATE OF OCCUPANCY.
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]
Review Stop Z ZONING
Rev No 2 Status F Date 2020-12-22 Cont ID  
Sent By awooten Date 2020-12-22 Time   Rev Time 0.00
Received By awooten Date 2020-12-22 Time   Sent To  
Notes
2020-12-22 09:38:39***********************************ZONING REVIEW
 FAILED*****************************
  
 PLEASE SUBMIT THE SITE PLAN APPROVAL LETTER AND THE
 APPROVED SITE PLAN.THE PLAN SUBMITTED DOES NOT MATCH
 THE SITE PLAN THAT WAS APPROVED.
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date 2020-10-22 Cont ID  
Sent By awooten Date 2020-10-22 Time   Rev Time  
Received By awooten Date 2020-10-22 Time   Sent To  
Notes
2020-10-22 11:51:42******************ZONING REVIEW
 FAILED******************
  
 THIS PROJECT REQUIRES SITE PLAN APPROVAL.
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]


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