Plan Review Notes
Plan Review Notes For Permit 21061640
Permit Number 21061640
Review Stop B
Sequence Number 1
Notes
Date Text
2021-07-26 12:26:50WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21061640
 ADD: 360 S. ROSEMARY AVE. 8TH LEVEL RECONFIGURATION
 (810).
 CONT: TBD/ TO BE DETERMINED
 TEL: ???
 E-MAIL: [email protected]
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2020 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. JULY 26TH/ 2021
 ACTION: DENIED
  
 1) THERE SEAMS TO BE A BIT OF CONFUSION OR TERMINOLOGY,
 DESCRIPTION OF WORK TO BE COVERED UNDER THIS PERMIT.
 THE PERMIT APPLICATION UNDER THE DESCRIPTION OF WORK
 STATES LEVEL 8 OFFICE FIT-OUT. THE COVERSHEET INDICATES
 THE WORK TO TAKE PLACE ON THE 8TH LEVEL IS OFFICE
 CONVERSION. PLEASE NOTE THIS IS CREATION OF NEW OFFICE
 SPACE (ADDITIONAL SQUARE FOOTAGE) & A CHANGE OF
 OCCUPANCY FROM S2 TO BUSINESS OCCUPANCY SINCE THE 8TH
 LEVEL IS A PARKING LEVEL AND COMPLETE, IT IS NOT LIKE
 AN OFFICE SHELL SPACE THAT HAS NOT BEEN BUILT OUT.
 UNDER THE PERMIT APPLICATION DESCRIPTION OF WORK IS THE
 INTENT OF THIS PERMIT TO CREATE MORE OFFICE SPACE AND
 STOP AT THE COMPLETION OF THE SHELL OR A FULL-ON
 CREATION OF SHELL SPACE AND TENANT FIT-UP AS STATED ON
 THE PERMIT APPLICATION. IF JUST A CREATION OF A SHELL
 SPACE A NEW PERMIT APPLICATION IS REQUIRED MODIFYING
 THE SCOPE OF WORK.
  
 2) THE ORIGINAL BUILDING PERMIT 18090469 THE ELEVATOR
 LOBBY HAD DOORS ON BOTH ENDS OF THE ELEVATOR LOBBY,
 CREATING AN ELEVATOR LOBBY. THE PROPOSED LIFE SAFETY
 PLAN NO LONGER SHOWS THE INTERIOR SET OF DOOR AND GLASS
 ENCLOSURE WHICH WOULD CREATE THE ELEVATOR LOBBY. THE
 PLANS ARE SILENT AS TO COMPLIANCE WITH 2020 FBC-B
 SECTION 3006.3(1-4).
  
 3) THE LIFE SAFETY PLAN AT THE ELEVATOR LOBBY TO
 PARKING GARAGE GLAZED WALL STATES THE USE OF NEW FIRE
 SUPPRESSION WATER CURTAIN SYSTEM. THE ONLY TIME IRE
 SPRINKLER CURTAINS THAT ARE ALLOWED BY CODE IS FOR
 GLAZING IN A ONE HOUR RATED WALL FOR ATRIUMS. NFPA HAS
 NEVER ALLOWED A WATER CURTAIN OVER DOORWAYS. PLEASE
 REVIEW SECTION 716.2 FIRE- RESISTANCE-RATED GLAZING AND
 SECTION 716.4 ALTERNATE METHODS FOR DETERMINING FIRE
 PROTECTION RATINGS, IN THIS CASE BOTH THE FIRE MARSHAL
 AND BUILDING OFFICIAL BOTH AGREE TO ALLOW.
  
 4A) THE LIFE SAFETY PLAN, SHEET A1.00 & A4.02. IN BOTH
 STAIRWELLS 1 & 2 THERE ARE NEW OPENINGS BEING CUT INTO
 THE STAIRWELL SHEAR-WALLS THE FLOOR PLAN STATES 3 FEET
 MINIMUM. PLEASE REVIEW S-1.00 IN STAIRWELL # 1 THE
 FLOOR PLAN STATES THE NEW OPENING IS TO BE 6 FEET WIDE.
 DISCREPANCY IN PLANS, 107.2.1.2. ADDITIONAL INFORMATION
 IS REQUIRED.
  
 4B) SHEET S-1.00 ALSO SHOWS A CUT SECTION DETAIL 3/
 S1.0. THIS DETAIL SHOWS A 6-FOOT-WIDE OPENING BY
 9-FOOT-HIGH WITH THE 2 TOP CORNERS CORE DRILLED TO
 PREVENT THE CONCRETE SAW CUTS FORM OVERLAPPING. THEN
 THERE ARE ADDITIONAL NOTES AND IN THE DETAIL THE PLAN
 SHOWS ADDITIONAL CHIPPING OF CONCRETE AND ADDITIONAL
 RE-BAR BEING ADDED TO THE HEADER AND JAMBS. PLEASE
 EXPLAIN THE ORIGINAL SAW CUTTING IF THERE IS TO BE
 ADDITIONS REMOVAL OF CONCRETE IN THE SHEAR WALL.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 5A) SHEET A1.00 DEMOLITION & NEW OVERALL FLOOR PLAN
 VERSES S-1.00 THE NEW EXTERIOR OFFICE TO PARKING GARAGE
 WALL. THE S-1.00 SHEET SHOWS A CUT SECTION THROUGH THE
 EXTERIOR WALL DETAIL 5/ S5.15, HERE IS NO SUCH SHEET IN
 THIS SET OF PLANS, POSSIBLE TYPE THERE IS A DETAIL OF
 THIS WALL ON S1.10 DETAIL 1, CMU CRASH WALL DETAIL.
 DISCREPANCY IN THE PLANS. 107.2.1.2.
  
 5B) SHEET S1.10 DETAIL 1 THE CMU CRASH-WALL HAS A NOTE
 ABOUT THE METAL STUD WALL LIGHT GAUGE STUD WALL, SEE
 ARCHITECTURAL PLANS. SHEET A1.00 DETAIL # 3 DOES NOT
 PROVIDE THE TYPE OF METAL STUD TO BE PROVIDED. THIS
 MAYBE ON THE INSIDE OF THE PARKING GARAGE BUT THIS WALL
 WILL STILL HAVE PRESSURE FROM THE EXTERIOR CONSIDERING
 THE OPENNESS OF THE PARKING GARAGE, WILL THIS WALL
 REQUIRE STRUCTURAL METAL STUDS AND IF SO AT WHAT
 CENTERS? 107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED.
 2020 FBC-B TABLE 2506.2
 COLD FORMED STEEL STUDS, TRACK STRUCTURAL
 COLD FORMED STEEL STUDS & TRACK, NONSTRUCTURAL
  
 5C) SHEET S-1.10 DETAIL 1 OR A1.00 DETAIL # 3 SHOW HOW
 THE METAL STUD EXTERIOR NEW WALL WILL BE ANCHORED TO
 THE NEW CMU CRASH WALL NOR TO THE DECK ABOVE. MISSING
 INFORMATION, ADDITIONAL INFORMATION IS REQUIRED.
 107.2.1.2.
  
 5D) SHEET S-1.10 DETAIL CMU CRASH WALL SHOWS DRILL &
 EPOXY VT DOWEL W/ 3.5-INCH EMBEDMENT. VERTICAL DOWEL,
 IS TO BE ASSUMED THE VERTICAL DOWEL IS 5/8-INCH REBAR?
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 5E) SHEET S-1.10 DETAIL 2 SLAB EXTENSION AT THE
 SOUTHWEST CORNER OF LEVEL 8SHOWS A 6 INCH THICK
 CANTILEVER SLAB TO SUPPORT THE NEW GLAZING SYSTEM,
 WHEREAS SHEET A3.01 DETAILS 5 & 10 BOTH SHOW A NEW COLD
 FORMED STRUCTURAL TUBE STEEL BEAM WRAPPED W/ WATER
 PROOFING MEMBRANE, DISCREPANCY IN PLANS.
  
 5F) SHEET A1.00 OVERALL FLOOR PLAN DETAIL # 3 THE CMU
 CRASH WALL DETAIL 3 SHOWS THE USE OF DENS ARMOUR BOARD
 TO BE A PAINTED FINISH. PLEASE PROVIDE COMPLIANCE WITH
 SECTION 1403.2 WEATHER PROTECTION AND THAT THIS PRODUCT
 IS SUITABLE AS A FINISHED PAINT GRADE FINISH MATERIAL.
 PLEASE PROVIDE LITERATURE ON THIS PRODUCT FOR
 INSTALLATION IS IT GOING TO BE SCREWED IN TO THE METAL
 STUDS, HOW MUSH DOES ONE LAYER (5/8 INCH) GIVE IN
 HOURLY FIRE RATING DISSIMILAR WALL FINISHES CALCULATED
 FIRE RESISTANCE 722. .
  
 6) BECAUSE OF THE STRUCTURAL COMPONENTS (CUTTING INTO
 STRUCTURAL SHEER WALLS AND RE-INFORCEMENT) AND CURTAIN
 WALL SYSTEM FOR THIS BUILDING A THRESHOLD INSPECTOR
 WILL BE REQUIRED WHENEVER THERE IS STRUCTURAL WORK AND
 INSPECTIONS REQUIRED AND THE INSPECTION OF THE
 CURTAINWALL SYSTEM. THIS SHALL ALSO BE REFLECTED IN THE
 WRITTEN THRESHOLD INSPECTION PLAN.
 AN E-MAIL WAS SENT 7/26/2021 12:23 PM TO
 [email protected]
  
 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.
  
 6A) 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.
  
 6B) 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.
  
 6C) 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.
  
 6D) 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.
  
 6E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 6F) 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..
 2020 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.
  
 6G) 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.
  
 6H) 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.
  
 6I) 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.
  
 7A) SHEETS S0.02 & S0.03 ARE VASD PRESSURES TAKEN FROM
 THE ORIGINAL WIND TUNNEL TESTING UNDER THE PERMIT
 18090469 FOR THE SHELL HIGHRISE BUILDING. THIS IS A
 SEPARATE PERMIT AND WILL NEED PRODUCT APPROVALS TO SHOW
 COMPLIANCE WITH COMPONENTS AND CLADDING. IF EITHER THE
 DESIGNER OF RECORD OR CONTRACTOR WISHES TO SUBMIT THE
 PRODUCT APPROVALS FOR COMPONENTS AND CLADDING TO BE
 DEFERRED, PLEASE P INDICATE SO AS DEFERRED SUBMITTALS.
 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.
  
 7B) COMPONENTS & CLADDING. 2020 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
 ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/
 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
  
 7C) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY IN 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, SILL HEIGTH FOR
 SLIDING GLASS DOORS, TYPE OF GLAZING, MULLION SIZE,
 LENGTH IF UNREINFORCED OR REINFORCED INFORMATION IF
 REQUIRED, ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH
 OPENING SIZE. 2020 FBC-B 1405.13.1 INSTALLATION.
 WINDOWS AND DOORS SHALL BE INSTALLED IN ACCORDANCE WITH
 APPROVED MANUFACTURER?S INSTRUCTIONS. FASTENER SIZE AND
 SPACING SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND
 SHALL BE CALCULATED BASED ON MAXIMUM LOADS AND SPACING
 USED IN THE TESTS.
  
 8) SHEETS A4.02 & A4.03 BOTH SHOW FOR THE UNDERSIDE OF
 THE STRUCTURAL SLAB FOR LEVEL 8 CERAMIC THERMAL
 INSULATION IS TO BE APPLIED. THIS REVIEW NO DOCUMENTS
 WERE SUBMITTED SHOWING COMPLIANCE WITH THE 2020
 FBC-ENERGY CODE.
 2020 ENERGY CODE SECTION C401.2 APPLICATION.
 COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE OF THE
 FOLLOWING:
 3.1.THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1,
 EXCLUDING SECTION 9.4.1.1(G) OF THE STANDARD.
 3.2.THE REQUIREMENTS OF SECTIONS C402 THROUGH C405. IN
 ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY WITH
 SECTION C406 AND TENANT SPACES SHALL COMPLY WITH
 SECTION C406.1.1.
 3.3. THE REQUIREMENTS OF SECTIONS C402.5, C403.2, C404,
 C405.2, C405.3, C405.5, C405.6 AND C407. THE BUILDING
 ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85 PERCENT
 OF THE STANDARD REFERENCE DESIGN BUILDING.
  
 9A) SHEET A4.10 SHOWS NEW RESTROOMS TO GO ALONG WITH
 THE NEW PROPOSED BUSINESS OCCUPANCY. WITH THESE NEW
 RESTROOM FACILITIES, THE FLOOR SYSTEM WILL NEED TO BE
 CORED FOR THE WASTE PLUMBING. POST TENSION SLAB/ NEW
 HOLES. THE PLAN IS SILENT AS TO THE CORING OF THE FLOOR
 SLAB WILL NEED TO BE X-RAYED TO FIND THE POST TENSION
 CHORD LOCATIONS. 107.2.1.2. ADDITIONAL INFORMATION IS
 REQUIRED.
  
 9B) THROUGH-PENETRATIONS FIRESTOP SYSTEMS (HORIZONTAL
 ASSEMBLIES). IF A NEW FLOOR PENETRATION IS MADE FOR THE
 FUTURE SHOWER DRAIN, THEN YOU NEED TO SHOW COMPLIANCE
 WITH THE 2020 FBC-B SECTION 714.5.1.2.
 THROUGH-PENETRATIONS FIRESTOP SYSTEMS (HORIZONTAL
 ASSEMBLIES). THROUGH PENETRATIONS SHALL BE PROTECTED BY
 A THROUGH PENETRATION FIRESTOP SYSTEM INSTALLED IN
 ACCORDANCE WITH ASTM E814 OR UL 1479. THE SYSTEM SHALL
 HAVE AN F RATING / T RATING OF NOT LESS THAN 1 HOUR BUT
 NOT LESS THAN THE REQUIRED RATING OF THE FLOOR
 PENETRATED.
  
 10) SHEET A6.00 THE ROOM FINISH SCHEDULE FOR ROOM 806
 THE NEW JANITORS CLOSET INDICATES THE WALL FINISH AS
 PT-12. NOT LISTED UNDER THE PAINT SCHEDULE. PLEASE SHOW
 COMPLIANCE WITH 2020 FBC-B 1210.2.2. WALLS &
 PARTITIONS. THIS COMMENT IS A RESULT OF THE BUILDING
 OFFICIAL INTERPRETATION ON 06/2020. IN BATHROOMS,
 RESTROOMS & SERVICE SINK AREAS EPOXY PAINT IS NO LONGER
 CONSIDERED A SMOOTH HARD, NON-ABSORBENT SURFACE. 2020
 FBC-B SECTION 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.
  
 11) PLEASE REVIEW THE PLUMBING PLAN REVIEWERS? COMMENTS
 THAT DEAL WITH THE ACCESSIBILITY ISSUES ASSOCIATED WITH
 RESTROOM FIXTURES AND OR ACCESSORIES.
  
 12) THE FLOOR PLAN SHOWS THE USE OF CAR FLOOR LIFTS
 PLEASE PROVIDE THE MANUFACTURERS BROCHURE ON THE LIFT,
 IS IT HYDROLIC, AND HOW IS IT TO BE INSTALLED, ANCHORED
 TO FLOOR SLAB, IF SO WITH WHAT TYPE AND SIZE OF
 ANCHORS. 107.2..1..2. ADDITIONAL INFORMATION IS
 REQUIRED.
  
 13) IMPACT FEES - DIGITAL SUBMITTALS: PLANS WILL BE
 REVIEWED BY THE PBC IMPACT FEE OFFICE DIGITALLY VIA
 PROJECT DOX UPON NOTIFICATION BY THIS OFFICE.
 NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST FINAL
 FORM. YOU MAY COORDINATE WITH THE IMPACT FEE OFFICE AT
 (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL IMPACT
 FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME THE
 FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM CAN
 BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINISTRAT
 ION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected].
  
 14) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT
 REVIEW CYCLE.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
 WORKING HOURS ARE MON.- WED. 8:00 AM- NOON. PART-TIME/
 RETIRED.
  
 MONDAY AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE
 WORKING FROM CITY HALL
 MY WORK HOURS ARE TUES. & WED. 7:30 AM- 4:30 PM
 PART-TIME/ RETIRED.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  


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