| Date |
Text |
| 2020-05-18 10:25:42 | |
| | |
| | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20050025 / SHELL PERMIT |
| | ADD: 2701 S. DIXIE HWY. |
| | CONT: RED DOOR CONSTRUCTION LLC |
| | TEL: 786-535-1006 |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | DATE: MONDAY/ MAY 18TH/ 2020 |
| | ACTION: DENIED |
| | 1) PLEASE NOTE THE PERMIT APPLICATION INDICATES THIS IS |
| | A PHASED CONSTRUCTION PERMIT, NOT THE TOTAL |
| | CONSTRUCTION COST. ART IN PUBLIC PLACES. THE CITY OF |
| | WEST PALM BEACH ART IN PUBLIC PLACES ORDINANCE |
| | REQUIREMENT THAT APPLIES TO ANY REMODEL OR NEW |
| | CONSTRUCTION PROJECT FOR WHICH THE PERMIT APPLICATION |
| | WAS SUBMITTED AFTER 6/29/14, AND THE TOTAL PROJECT |
| | CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN |
| | $750,000 WILL NEED TO COMPLY WITH THIS ORDINANCE. |
| | PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND |
| | CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V, |
| | ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION |
| | 78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL |
| | PROJECT CONSTRUCTION COST. |
| | PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE |
| | V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND |
| | NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO |
| | THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE |
| | PROJECTS. |
| | SEC. 78-129. - PUBLIC ART ASSESSMENT FOR PRIVATE |
| | DEVELOPMENT. |
| | (A) APPLICABILITY. THE PROVISIONS OF THIS ARTICLE AND |
| | THE PUBLIC ART ASSESSMENT SECTION SHALL APPLY TO ALL |
| | PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW |
| | CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN |
| | EXISTING BUILDING, WHERE TOTAL CONSTRUCTION COSTS ARE |
| | EQUAL TO OR GREATER THAN $750,000.00. ALL BUILDINGS |
| | WITHIN NEW PLANNED DEVELOPMENTS SHALL BE ASSESSED |
| | CUMULATIVELY TOWARDS THIS ART IN PUBLIC PLACES |
| | REQUIREMENT, EVEN IF THE BUILDINGS ARE PERMITTED |
| | SEPARATELY OR DEVELOPED IN PHASES. THE PROVISIONS OF |
| | THIS SECTION APPLY TO NEW DEVELOPMENT OR NEW |
| | CONSTRUCTION WITHIN EXISTING PLANNED DEVELOPMENTS. |
| | FOR CONTACT INFORMATION PLEASE CONTACT: |
| | MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR |
| | 822-1515 E-MAIL: [email protected] |
| | |
| | 2) SHEET C.9.4 DETAIL: STANDARD PARKING & SIGNAGE |
| | DETAIL. 2017 ACCESSIBILITY CODE SECTION 502.2 VEHICLE |
| | SPACES. EACH PARKING SPACE MUST BE AT LEAST 12 FEET |
| | WIDE, SHALL BE MARKED TO DEFINE THE WIDTH, AND SHALL |
| | HAVE AN ADJACENT ACCESS AISLE COMPLYING WITH 502.3. |
| | ADVISORY 502.3.3MARKING THE METHOD AND MARKING OF COLOR |
| | OF MARKING ARE NOT SPECIFIED BY THESE REQUIREMENTS BUT |
| | MAY BE ADDRESSED BY STATE OR LOCAL LAWS OR REGULATIONS. |
| | WEST PALM MUNI-CODE ARTICLE XV PARKING DETAIL, 94-485 |
| | ILLUSTRATES WITH MEASUREMENTS FOR DOUBLE STRIPE STALL |
| | PAINTING. |
| | |
| | 3) SHEET GS-003 CODE ANALYSIS. IT IS GIVEN THIS PERMIT |
| | IS A SHELL PERMIT AND THE FUTURE PROPOSED OCCUPANCY |
| | MERCANTILE. WITH THE GIVEN FLOOR PLAN THERE WOULD BE A |
| | GIVEN OCCUPANT LOAD FOR THE BUILDING. THIS WAS NOT |
| | GIVEN, THESE WOULD BE ASSUMPTIONS AT THIS TIME, BUT IN |
| | THE 2017 FBC-B THE OCCUPANT LOAD FACTOR IS 60 SQ. FT.. |
| | IN THE 2014 FBC-B THE OCCUPANT LOAD FACTOR WAS 30 SQ. |
| | FT. FOR THE 1ST FLOOR/ GROUND FLOOR. WE STILL SEE PLANS |
| | WITH THE 2014 OCCUPANT LOAD FACTOR. |
| | 4A) SHEET AS-102 ROOF PLAN, AND PS-201 ROOF PLUMBING |
| | PLAN WILL NEED TO SHOW COMPLIANCE WITH SECTION 1503.4 |
| | (FBC-B) ROOF DRAINAGE IN COMPLIANCE WITH 1503 FBC-B AND |
| | CHAPTER 11 OF THE PLUMBING CODE FBC. PLEASE PROVIDE THE |
| | ANNUAL RAINFALL, AND FOR PARAPETS BREAK DOWN THE SQ. |
| | FOOTAGE TO BE CONSIDERED ON THE HIGH ROOFS AND THE |
| | SQUARE FOOTAGE TO BE CONSIDERED ON THE LOW ROOF. |
| | 4B) SHEET AS-102 ROOF PLAN. THE ROOF PLAN SHOWS ROOF |
| | DRAINS ON THE HIGH ROOF AND ON THE CANOPY ROOFS THAT |
| | SURROUND THE BUILDING. THE PLUMBING PLANS PROVIDE THE |
| | SQUARE FEET AREA FOR THE ROOF DRAIN IN THAT AREA BUT |
| | THE PLAN IS SILENT AS TO THE SECONDARY (EMERGENCY |
| | (OVER-OVER FLOW) DRAINS OR SCUPPERS PLEASE SHOW |
| | COMPLIANCE WITH 1503.4.1. SHEET PS-201 NOTE 16 |
| | INDICATES THE PROPOSED ROOF DRAINS HAVE DUAL OUTLETS. |
| | THIS TYPE OF DRAIN CANNOT BE SUBSTITUTED FORT THE |
| | SECONDARY EMERGENCY ROOF OVERFLOW SYSTEM. THE EMERGENCY |
| | OVERFLOW SYSTEM HAS TO BE DESIGNED IN SUCH A MANNER |
| | THAT WATER WILL BE ENTRAPPED IF THE PRIMARY DRAINS |
| | ALLOW BUILDUP FOR ANY REASON. |
| | 5) SHEET AS-701 SHOWS THE INTERIOR FLOOR SLAB AND |
| | REQUIREMENTS FOR VAPOR BARRIER BUT THERE IS NO NOTATION |
| | OF HOW TERMITE TREATMENT WILL OCCUR IN COMPLIANCE WITH |
| | THE 2017 FBC-B 1816. |
| | 6) SHEET S-101 INDICATES THERE IS A FOUNDATION REPORT |
| | FROM NOVA ENGINEERING MAY 08/ 2019. 2017 FBC-B 1803.5.2 |
| | QUESTIONABLE SOIL. |
| | WHERE THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY |
| | OF THE SOIL IS IN DOUBT OR WHERE A LOAD-BEARING VALUE |
| | SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE |
| | BUILDING OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A |
| | GEOTECHNICAL INVESTIGATION BE CONDUCTED. |
| | |
| | 7) BOTH THE A & S SHEETS SHOW METAL ROOF DECK AND BAR |
| | JOIST WHICH WILL REQUIRE FIELD WELDING PLEASE SHOW |
| | COMPLIANCE WITH: |
| | WELDED OR BOLTED CONNECTIONS |
| | THE CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE |
| | SPECIFICATIONS & WELDER OPERATOR PERFORMANCE |
| | QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED |
| | STANDARDS AT TIME OF INSPECTION. |
| | 2017 FBC-B 2204.1 WELDING |
| | 1. WELD PROCEDURES SPECIFICATIONS |
| | 2) QUALIFICATIONS OF WELDING PERSONAL |
| | 2017 FBC-B 2204.2 BOLTING. |
| | IF THERE ARE ANY FURTHER QUESTIONS PLEASE CONTACT CHIEF |
| | BUILDING INSPECTOR CHIEF KEN CONRAD AT 561-805-6666. |
| | |
| | 8) SHEET S-102 THE WIND DESIGN PRESSURES ARE GIVEN IN |
| | VULT. WHEN WE TAKE THE VASD PRESSURES MULTIPLY THEM BY |
| | 1.6 AND MULTIPLY THAT NUMBER BY 1.35 (25 FT. ABOVE |
| | GROUND) FOR THE 10 SQ. FT. EFFECTIVE WIND AREA FOR |
| | COMPONENTS AND CLADDING THE PRESSURES ARE LOW AS MUCH |
| | AS XX IN EACH ROOF AND OR WALL ZONE. |
| | ZONE 1- 4 .00 PSF |
| | ZONE 2- 6.68 PSF |
| | ZONE 3- 10.52 PSF |
| | ZONE 4- 5.72 PSF |
| | ZONE 5- 6.44 PSF |
| | |
| | 9) 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. |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, POLY-INSULATION, |
| | LIGHTWEIGHT CONCRETE INSULATION, ROOF TOP CURBS & ROOF |
| | TOP VENTILATORS |
| | (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C |
| | STANDS |
| | |
| | 9A) 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.. |
| | |
| | 9B) 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. |
| | |
| | 9C) 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF |
| | THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| | PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| | TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| | THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| | DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| | APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| | THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS |
| | FOR REVIEW BY THE BUILDING OFFICIAL. |
| | |
| | DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| | SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| | THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| | INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| | BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| | THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| | ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| | SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 9D) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE |
| | PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF |
| | RECORD AND BEFORE SUBMISSION TO THE BUILDING |
| | DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE |
| | IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING, |
| | MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED |
| | INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE |
| | PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B 1405.13.1 |
| | INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN |
| | ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS. |
| | FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH |
| | INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM |
| | LOADS AND SPACING USED IN THE TESTS. |
| | |
| | 9E) 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. |
| | |
| | 10) 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, |
| | THE CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE |
| | AND DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS, |
| | VENTING, FASTENING REQUIREMENTS, FLASHING REQUIREMENTS |
| | AND WIND RESISTANCE RATING THAT ARE REQUIRED TO BE |
| | INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL |
| | INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR |
| | THE SPECIFIC SITE. |
| | |
| | 11A) 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. |
| | |
| | 11B) 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. |
| | |
| | 11C)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. |
| | |
| | 12) THE ROOF TOP A/C STAND PRODUCT APPROVALS, TO BE |
| | REVIEWED BY THE DESIGNER OF RECORD. PLEASE IDENTIFY THE |
| | FOLLOWING REQUIREMENTS CALCULATING THE AREA (SIDE VIEW) |
| | OF THE ROOF TOP COMPRESSORS, CONFIGURATION ON STAND, |
| | THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS, |
| | WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES, |
| | ANCHORS AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE |
| | STAND AND THE STAND TO THE ROOF. THE PRODUCT APPROVAL |
| | IS TO BE REVIEWED BY THE DESIGNER OF RECORD, APPROVED |
| | BEFORE SUBMISSION TO THE BUILDING DEPARTMENT. |
| | |
| | 13A) 2017 FBC-M 306.5 EQUIPMENT AND APPLIANCES ON ROOFS |
| | OR ELEVATED STRUCTURES. WHERE EQUIPMENT REQUIRING |
| | ACCESS OR APPLIANCES ARE LOCATED ON AN ELEVATED |
| | STRUCTURE OR THE ROOF OF A BUILDING SUCH THAT PERSONNEL |
| | WILL HAVE TO CLIMB HIGHER THAN 16 FEET (4877 MM) ABOVE |
| | GRADE TO ACCESS SUCH EQUIPMENT OR APPLIANCES, AN |
| | INTERIOR OR EXTERIOR MEANS OF ACCESS SHALL BE PROVIDED. |
| | SUCH ACCESS SHALL NOT REQUIRE CLIMBING OVER |
| | OBSTRUCTIONS GREATER THAN 30 INCHES (762 MM) IN HEIGHT |
| | OR WALKING ON ROOFS HAVING A SLOPE GREATER THAN 4 UNITS |
| | VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE). |
| | SUCH ACCESS SHALL NOT REQUIRE THE USE OF PORTABLE |
| | LADDERS. WHERE ACCESS INVOLVES CLIMBING OVER PARAPET |
| | WALLS, THE HEIGHT SHALL BE MEASURED TO THE TOP OF THE |
| | PARAPET WALL. |
| | |
| | 13B) 2017 FBC-B 1011.16 LADDERS. PERMANENT LADDERS |
| | SHALL NOT SERVE AS A PART OF THE MEANS OF EGRESS FROM |
| | OCCUPIED SPACES WITHIN A BUILDING. PERMANENT LADDERS |
| | SHALL BE PERMITTED TO PROVIDE ACCESS TO THE FOLLOWING |
| | AREAS: |
| | 1.SPACES FREQUENTED ONLY BY PERSONNEL FOR MAINTENANCE, |
| | REPAIR OR MONITORING OF EQUIPMENT. |
| | 5.NONOCCUPIED ROOFS THAT ARE NOT REQUIRED TO HAVE |
| | STAIRWAY ACCESS IN ACCORDANCE WITH SECTION |
| | 1011.12.1. |
| | 6.LADDERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH |
| | SECTION 306.5 OF THE FLORIDA BUILDING CODE, |
| | MECHANICAL. |
| | LADDERS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN |
| | CRITERIA: |
| | 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR |
| | ROOF EDGE NOT LESS THAN 30 INCHES (762 MM). |
| | 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14 |
| | INCHES (356 MM) ON CENTER. |
| | 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN |
| | 6-INCHES (152 MM) DEEP. |
| | 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM) |
| | BETWEEN RAILS. |
| | 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM) |
| | DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND |
| | (136.1 KG) LOAD. |
| | 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE |
| | PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF |
| | WITHSTANDING 100 POUNDS PER SQUARE FOOT (488.2 KG/M2). |
| | 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY |
| | APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE |
| | REQUIRED ACCESS SHALL BE NOT LESS THAN 24-INCHES (610 |
| | MM) WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR |
| | SERVICE PLATFORMS |
| | |
| | 14) 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] . |
| | PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300 |
| | N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL. |
| | |
| | 15) 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. |
| | |
| | A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE |
| | THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED |
| | DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE |
| | MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS |
| | AND INFORMATION LACKING UNDER THE PRIOR REVIEW. |
| | |
| | PLEASE NOTE WE ARE WORKING FROM HOME 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] |
| | |
| | |
| | |
