| 2021-02-23 12:29:26 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT:21020294 |
| | ADD: 1016 CLARE UNIT: 4 |
| | CONT: PERK CONSTRUCTION INC. / U-21885 |
| | TEL: 561-401-5984 |
| | 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: TUES. FEB. 23RD/ 2021 |
| | ACTION: DENIED |
| | |
| | 1) SHEET G1.0: |
| | 1A) UNDER THE HEADING PROJECT DATA THE APPLICABLE CODES |
| | STATE THE FAMILY OF FLORIDA CODES AS THE 6TH EDITION OR |
| | THE 2017 FLORIDA BUILDING CODES. PLEASE NOTE ON DEC, |
| | 31/ 2020 THE 7TH EDITION OF THE FLORIDA FAMILY OF |
| | CODES, THE 2020 FLORIDA BUILDING CODES WAS ADOPTED |
| | STATEWIDE. PLEASE UPDATE THE REFERENCE TO THE 2017 FBC |
| | ON ALL SHEETS PLEASE. |
| | |
| | 1B) THE WIND DESIGN CRITERIA GIVEN DOES NOT STATE WHERE |
| | THE DESIGN AS TAKEN FROM. PLEASE NOTE WITH THE CODE |
| | CHANGE, THE NEW 2020 FBC-B THE REFERENCED STANDARDS |
| | CHAPTER 35 LIST THE ASCE 7-16 AS THE REFERENCED WIND |
| | DESIGN STANDARD. |
| | |
| | 1C) CONSTRUCTION TYPE IS NOT GIVEN NOR IS IF THE |
| | BUILDING IS FIRE SPRINKLERED OR NOT? |
| | 107.2.1.2.ADDITIONAL INFORMATION IS REQUIRED. |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA. 2021 FLORIDA |
| | BUILDING CODE W 2021 WEST PALM BEACH AMENDMENTS TO THE |
| | FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATIVE CODE |
| | SECTION: |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS AND |
| | OR STRUCTURES. |
| | 107.3.5.1 COMMERCIAL BUILDINGS |
| | 107.3.5.1.1. BUILDING |
| | |
| | MISSING CODE DATA: |
| | FLOOD HAZARD AREAS, FLOOD ZONES, AND DESIGN FLOOD |
| | ELEVATIONS |
| | PROPOSED FLOOD ELEVATION CERTIFICATE FOR STRUCTURES IN |
| | A SPECIFIC FLOOD HAZARD AREA |
| | |
| | 1D) UNDER THE HEADING OF CONSTRUCTION TYPE THE BUILDING |
| | TYPE IS LISTED AS TYPE V-B. PLEASE BE AWARE THAT THE |
| | BUILDING TYPE IS AN IIA CONSTRUCTION TYPE, BECAUSE OF |
| | THE SQUARE FOOT AREA OF THE BUILDING AND STORIES, 2020 |
| | FBC-B. |
| | |
| | 1E) UNDER THE HEADING OF TYPE OF CONSTRUCTION, LEVEL OF |
| | ALTERATION IS STATED AS LEVEL II. PLEASE NOTE THE LAST |
| | KNOWN USE FOR THIS TENANT SPACE IS SELF-STORAGE, A S |
| | OCCUPANCY. THE PROPOSED USE IS INDICATED AS AN F-2 |
| | OCCUPANCY. THIS IS A CHANGE IN OCCUPANCY AND MUST BE |
| | TREATED AS SUCH. THE 2020 EXISTING BUILDING CODE (FBC) |
| | SECTION 1001.2.2.1 PARTIAL CHANGE OF OCCUPANCY WITHIN A |
| | BUILDING IS TO BE FOLLOWED. AL SECTIONS OF SECTION 1012 |
| | OF THE 2020 EXISTING BUILDING CODE SHALL APPLY. |
| | |
| | 2) I KNOW THERE IS A SEPARATE DEMO PERMIT, BUT THIS MAY |
| | NOT GET CAUGHT IN THE DEMO-PERMIT SEE SHEETS AD2.0 AND |
| | LSP THE LIFE SAFETY PLAN. ON THE RIGHT SIDE OF THE |
| | SHEET THERE IS WHAT APPEARS AS A VERTICAL STAIRWAY |
| | EXIT, A FIRE RATED EXIT DOOR WITHIN THE VERTICAL EXIT |
| | MARKED AS D5 DEMO NOTE D5 STATES TO REMOVE THE DOOR AND |
| | FRAME. THEN THERE IS A RAMPED PORTION OF AN EXIT |
| | PASSAGEWAY TO THE TRUE EXIT DISCHARGE DOOR TO THE |
| | EXTERIOR OF THE BUILDING. |
| | IN THE 2020 FBC-B SECTION 1024.1 EXIT PASSAGEWAYS |
| | DISCUSS THE REQUIREMENTS OF THE EXIT PASSAGEWAY. |
| | OPENINGS INTO THE EXIT PASSAGEWAY ARE DISCUSSED IN |
| | 1024.5. WHERE AN INTERIOR EXIT STAIRWAY OR RAMP IS |
| | EXTENDED TO AN EXIT DISCHARGE OR PUBLIC WAY BY AN EXIT |
| | PASSAGEWAY, THE EXIT PASSAGEWAY SHALL COMPLY WITH |
| | SECTION 1023.3.1. OF THE 2020 FBC-B. |
| | SECTION 1023.1 OF THE 2020 FBC-B STATES THE FIRE |
| | RESISTANCE RATINGS SHALL NOT BE LESS THAN THAT REQUIRED |
| | FOR THE INTERIOR EXIT STAIRWAY AND RAMP. A FIRE DOOR |
| | ASSEMBLY COMPLYING WITH SECTION 716.5 SHALL BE |
| | INSTALLED IN THE FIRE BARRIER TO PROVIDE A MEANS OF |
| | EGRESS FROM THE INTERIOR EXIT STAIRWAY AND RAMP TO THE |
| | EXIT PASSAGEWAY. |
| | |
| | 3) SHEET LSP THE LIFE SAFETY PLAN: |
| | 3A) PLEASE REFER TO COMMENT NUMBER 2 AS FAR AS THE |
| | REQUIRED DOORWAY BETWEEN THE INTERIOR EXIT STAIRWAY |
| | (FBC-B 1023 AND THE EXIT PASSAGEWAY SECTION 1024 OF THE |
| | 2020 FBC-B. |
| | |
| | 3B) THE OCCUPANT LOAD TABLE LIST 3 AREAS WITH EACH AREA |
| | LISTING A FRACTION OR TENTH OF AN OCCUPANT. OCCUPANTS |
| | FOR MEANS OF EGRESS ARE ALWAYS ROUNDED UP TO THE NEXT |
| | WHOLE OCCUPANT, NEVER AS PART OF AN OCCUPANT. THE |
| | BUILDING OFFICIALS INFORMAL INTERPRETATION OF SECTION & |
| | TABLE 1004.1.2. |
| | |
| | 3C) THE LIFE SAFETY SHEET INDICATES THAT THE OCCUPANCY |
| | TYPE AS F2 NAME OF THE PROJECT IS THE PUMPHOUSE COFFEE |
| | ROASTERS, PLEASE PROVIDE THE ACTUAL PROCESS AND |
| | EQUIPMENT NEEDED FOR THE ROASTING OF THE COFFEE BEAN |
| | AND HOW WILL THE END PRODUCT BE PACKED. WHAT CHEMICALS |
| | IF ANY ARE USED IN THE PROCESS AND WHAT QUANTITIES OF |
| | THESE CHEMICALS ARE STORED ON SITE AT ANY GIVEN TIME. |
| | SECTION 306.2, 307.1 HAZARDOUS MATERIALS. |
| | |
| | 3D) THE LIFE SAFETY PLAN STATES A STORAGE OCCUPANCY BUT |
| | DOES NOT DECLARE IF THE OCCUPANCY TYPE IS AN S1 OR S2 |
| | OCCUPANCY PLEASE PROVIDE COMPLIANCE WITH EITHER SECTION |
| | 311.2 MODERATE-HAZARD STORAGE 311.2 S-2 LOW-HAZARD |
| | STORAGE OF THE 2020 FBC-B. PLEASE PROVIDE WHEN THE |
| | COFFEE BEAN IS DELIVERED HOW IT IS ENCLOSED, IF ON |
| | PALLETS ETC. |
| | |
| | 3E) WITH THE TYPE OF STORAGE OCCUPANCY NOT DECLARED WE |
| | CAN NOT DETERMINE IF OCCUPANCY SEPARATION IS REQUIRED |
| | SEE TABLE 508.4. OF THE 2020 FBC-B. |
| | |
| | 3F) PLEASE PROVIDE WHAT TYPE OCCUPANCIES SURROUND THIS |
| | TENANT SPACE AND HOURLY RATING REQUIRED. SEE TABLE |
| | 508.4. |
| | |
| | 3G) THE LIGHT INDUSTRIAL SPACE B DOES NOT SHOW ANY |
| | EQUIPMENT IN THIS SPACE, ONLY 4 SQUARES, WHAT ARE THE |
| | SQUARES, THE COMMON PATH OF TRAVEL GOES RIGHT THROUGH |
| | THEM. ETC. |
| | |
| | 3H) PLEASE PROVIDE WHAT OCCURS IN THE UPPER LEFT-HAND |
| | CORNER OF THE PLAN WHERE IT APPEARS TO BE 2 LONG |
| | CANTILEVERED COUNTERS. WHAT TYPE OF OCCUPANCY IS THIS |
| | AREA? 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 3I) THE LIFE SAFETY PLAN DOES SHOW 2 MEANS OF EGRESS. |
| | THE FLOOR PLAN SHOWS A NEW STOREFRONT GLAZING SYSTEM AT |
| | THE REAR OF THE BUILDING. SHEET A1.0 SHOWS THE NEW |
| | GLAZING SYSTEM AND NEW EXTERIOR LANDING AND STAIRS. THE |
| | PLAN ALSO SHOW A 6INCH STEP DOWN ONTO THE NEW EXTERIOR |
| | LANDING. |
| | |
| | 2021 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF |
| | EGRESS SHALL COMPLY WITH SECTION 1003.2.13 OF THE |
| | INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001 |
| | SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL |
| | BUILDING CODE (2003 EDITION). |
| | |
| | 2003 IBC-B 1007.1 WHERE MORE THAN ONE MEANS OF EGRESS |
| | IS REQUIRED BY SECTIONS 1014.1 OR 1018.1 FROM ANY |
| | ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE |
| | SHALL BE SERVED BY NOT LESS THAN TWO MEANS OF EGRESS. |
| | |
| | 4) SHEET A1.1 THE NEW REAR STOREFRONT SYSTEM DETAIL |
| | DOES HAVE A NOTE THAT THE NEW STOREFRONT BY OTHERS. |
| | PLEASE CLARIFY BY OTHERS SINCE THE CONTRACTOR SUBMITTED |
| | AN NOA, MIAMI-DADE NOTICE OF ACCEPTANCE 17-1114.02. |
| | SERIES SS-3500 ALUMINUM STOREFRONT SYSTEM. IS THIS WORK |
| | TO BE UNDER SEPARATE PERMIT, REVIEW AND ASSOCIATED |
| | FEES? 107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED. |
| | FOR THIS REVIEW THE ASSOCIATED QUESTIONS FOR THIS |
| | PRODUCT APPROVAL WILL BE ASKED. |
| | |
| | 4A) 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. |
| | |
| | 4B) 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. 2021 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. |
| | |
| | 5) SHEET A1.1 SHOWS AN INTERIOR AND EXTERIOR |
| | PREFABRICATED STAIR, HANDRAIL/ GUARDRAIL BY OTHERS. THE |
| | DESIGNER OF RECORD HAS NOT GIVEN THE FABRICATOR ANY |
| | DESIGN CRITERIA TO BUILD THE STAIRS. 2020 FBC-B TABLE |
| | 1607.1 FOR LIVE LOADS, SECTION 1607.8.1 HANDRAILS AND |
| | GUARDS, 1011.5.2 RISERS AND TREADS, 1011.5.5.3 SOLID |
| | RISERS, 1014 HANDRAILS OR GUARDS 10.15. |
| | |
| | 6) SHEET A1.1 DOES GIVE ELEVATION VIEWS OF THE |
| | RESTROOMS AND INDICATES TILE ON THE WALLS OF THE |
| | RESTROOMS BUT THE ENLARGE RESTROOM FLOOR DETAIL DOES |
| | INCLUDE THE SERVICE SINK BUT THERE IS NO INFORMATION TO |
| | SHOW COMPLIANCE WITH 2021 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. |
| | 2020 FBC-B 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. |
| | |
| | 7) SHEET S-1 FLOOD BARRIER WALL. THIS BUILDING IS |
| | LOCATED IN AN AE FLOOD ZONE. PLEASE PROVIDE A SURVEY |
| | SHOWING THE EXISTING FLOOR ELEVATIONS IN NAV88. THE |
| | BASE FLOOD ELEVATION IS 12.1 FEET. IT APPEARS THE |
| | DESIGNER OF RECORD IS GOING TO DRY FLOOD PROOF THIS |
| | TENANT SPACE SINCE IT IS A COMMERCIAL ESTABLISHMENT. |
| | 2020 FBC-B: |
| | 1612.5 FLOOD HAZARD DOCUMENTATION. THE FOLLOWING |
| | DOCUMENTATION SHALL BE PREPARED AND SEALED BY A |
| | REGISTERED DESIGN |
| | PROFESSIONAL AND SUBMITTED TO THE BUILDING OFFICIAL: |
| | 1. FOR CONSTRUCTION IN FLOOD HAZARD AREAS OTHER THAN |
| | COASTAL HIGH HAZARD AREAS OR COASTAL A ZONES: |
| | 1.3. FOR DRY FLOODPROOFED NONRESIDENTIAL BUILDINGS, |
| | CONSTRUCTION DOCUMENTS SHALL INCLUDE A STATEMENT THAT |
| | THE DRY FLOODPROOFING IS DESIGNED IN ACCORDANCE WITH |
| | ASCE 24. ALSO REVIEW FEMA?S TECHNICAL BULLETIN 3-93 |
| | NON-RESIDENTIAL FLOODPROOFING- REQUIREMENTS AND |
| | CERTIFICATION. |
| | |
| | 7A) FLOOD ZONE CERTIFICATES/ SURVEYORS- DEPT. OF |
| | AGRICULTURE |
| | 1612.5 FLOOD HAZARD DOCUMENTATION. WEST PALM BEACH MUNI |
| | CODE. ARTICLE XVII ORDINANCES ARTICLE XVII FLOOD |
| | PREVENTION & CONTROL |
| | FBC BUILDING 1612 AND CITY OF WPB CODE OF SECTION |
| | 94-546. STRUCTURE IS IN AN "A" FLOOD ZONE. A FLOOD |
| | ELEVATION CERTIFICATE WILL BE REQUIRED. PLEASE REVIEW |
| | CITY ORDINANCE FOR THE CITY REQUIREMENTS REQUIRE AN |
| | ADDITIONAL 6 INCHES/ (12 INCHES OF ELEVATION IF PERMIT |
| | APPLICATION AFTER SEPT. 12/2016, |
| | AFTER OCT. 11/ 2017: |
| | ***********AN ADDITIONAL ONE FOOT OF FREE BOARD WILL BE |
| | REQUIRED OR (2) FEET ABOVE BSE FLOOD.************** |
| | AFTER OCT. 11/ 2017 THE BUILDING DEPARTMENT WILL HAVE |
| | ADOPTED THE NEW FLOOD MAPS IN NAVD 88 ELEVATIONS. YOU |
| | CAN GO TO THE WEBSITE: |
| | WWW.NGS.NOAA.GOV/TOOLS/VERTCON/VERTCON.HTML FOR |
| | CONVERSIONS. |
| | |
| | 7B) OMB NO. 1660-0008 |
| | EXPIRATION DATE: NOV. 30/2018 DURING THE PERMITTING OF |
| | THIS STRUCTURE THERE WILL BE REQUIRED (3) DIFFERENT |
| | FLOOD ZONE CERTIFICATES REQUIRED: |
| | |
| | (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE |
| | PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR |
| | HEIGHT. W. P. B. ADMINISTRATIVE CODE 107.3.5.1.1 |
| | BUILDING MINIMUM PLAN REVIEW CRITERIA FOR COMMERCIAL |
| | BUILDINGS. ( 8) FLOOD REQUIREMENTS ELEVATIONS, |
| | ENCLOSURES, FLOOD DAMAGE-RESISTANT MATERIALS. |
| | |
| | (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND |
| | ELEVATION CERTIFICATE IS REQUIRED. W. P. B. |
| | ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS 1.2 |
| | FLOOR/ SLAB INSPECTION. IN FLOOD HAZARD AREAS, UPON |
| | PLACEMENT OF THE LOWEST FLOOR, INCLUDING BASEMENT, AND |
| | PRIOR TO FURTHER VERTICAL CONSTRUCTION, THE ELEVATION |
| | CERTIFICATION, REQUIRED IN SECTION 1612.5, SHALL BE |
| | SUBMITTED TO THE BUILDING OFFICIAL. |
| | |
| | (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY |
| | OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE |
| | CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR |
| | ATTENDANTS A/C PADS OR OTHER SLABS FOR GENERATORS. |
| | W. P. B. ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS |
| | (6) FINAL INSPECTION. TO BE MADE AFTER THE BUILDING IS |
| | COMPLETED AND READY FOR OCCUPANCY. 6.1. LOWEST FLOOR |
| | ELEVATION. IN FLOOD HAZARD AREAS, AS PART OF THE FINAL |
| | INSPECTION, A FINAL CERTIFICATION OF THE LOWEST FLOOR |
| | ELEVATION SHALL BE SUBMITTED TO THE AUTHORITY HAVING |
| | JURISDICTION. |
| | |
| | FEMA NEW FORM AVAILABLE JUNE 13/2016. |
| | |
| | HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM |
| | |
| | 8) SHEET S1.0 DOES PROVIDE THE WIND DESIGN TO THE 2020 |
| | FBC-B HOWEVER THE MEAN ROOF HEIGHT DOES STATE THE MEAN |
| | ROOF HEIGHT IS FOR BUILDINGS LESS THAN 30 FEET. PLEASE |
| | NOTE THIS IS A 3 STORY BUILDING WITH HIGHER CEILINGS |
| | THAN USUAL. THE DESIGN PRESSURES ARE ALSO STATED IN |
| | VULT, ALL PRODUCT APPROVALS ARE STATED IN VASD. THE |
| | OTHER ISSUES WITH THE STATED PRESSURES ARE THE |
| | PRESSURES TAKEN AT WHAT TRIBUTARY AREA/ EFFECTIVE WIND |
| | AREA AND WALL ZONE 4 OR 5. PLEASE NOTE THERE ARE |
| | MULLIONS TO ALSO BE CONCERNED WITH AND THE EFFECTIVE |
| | WIND AREA FOR THE MULLIONS. 2021 FBC-B 1603.1.4 WIND |
| | DESIGN DATA. |
| | |
| | 9) 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 |
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