| Date |
Text |
| 2021-03-02 11:55:07 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 21020946 |
| | ADD: 1670 45TH ST. TENANT SUITE NUMBER???? / AUTO ZONE |
| | 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: TUES. MARCH 02ND/ 2021 |
| | ACTION: DENIED |
| | |
| | 1) THE PERMIT APPLICATION NOR THE TITLEBLOCK PROVIDE |
| | THE TENANT SUITE/ UNIT ADDRESS. |
| | 2020 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION 107.2.1 INFORMATION ON CONSTRUCTION |
| | DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF |
| | SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND |
| | EXTENT OF THE WORK PROPOSED. |
| | 2020 FBC-B 501.2 ADDRESS IDENTIFICATION. NEW AND |
| | EXISTING BUILDINGS SHALL BE PROVIDED WITH APPROVED |
| | ADDRESS IDENTIFICATION. |
| | |
| | 2) SHEET A0- COVER: |
| | 2A) UNDER THE HEADING PROJECT SUMMARY THE OCCUPANT LOAD |
| | FOR THE MERCANTILE PORTION OF THE TENANT SPACE LIST THE |
| | OCCUPANT LOAD FACTOR AS 30. PLEASE BE AWARE THAT UNDER |
| | 2017 FBC-B THE OCCUPANT LOAD WENT TO 60 SQ. FT./ |
| | OCCUPANT. IN THE 2020 FBC-B TABLE 1004.5 FOR MERCANTILE |
| | THE OCCUPANT LOAD FACTOR HAS STAYED THE SAME AS IN THE |
| | 2017 FBC-B AT 60 SQ. FT./ OCCUPANT. 3328/60= 56 |
| | OCCUPANTS. PLEASE CORRECT THE PLANS. 56 + 11 = 67 |
| | OCCUPANTS TOTAL LOAD. |
| | |
| | 2B) UNDER THE HEADING PROJECT SUMMARY THE PLANS STATE |
| | LOCAL AMENDMENTS, NONE. PLEASE CORRECT, CHAPTER 1 THE |
| | ADMINISTRATIVE CODE, W 2020 WEST PALM BEACH AMENDMENTS |
| | TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION. |
| | |
| | 3) SHEET A-1 THE FLOOR PLAN: |
| | 3A) THERE IS NO LIFE SAFETY SHEET, JUST THE FLOOR PLAN. |
| | THE COVER SHEET INDICATED THIS IS A NON-SPRINKLERED |
| | BUILDING AND 2 EXITS REQUIRED. SHEET A THE 5 THE |
| | FIXTURE PLAN SHOWS AN EXITING PLAN. IT WOULD APPEAR |
| | THAT THE NEW DOUBLE DOORS AND RAMP ARE TO BE PART OF |
| | THE MEANS OF EGRESS SINCE THE FLOOR PLAN SHOWS TRAVEL |
| | DISTANCES. THE RACK STORAGE BEHIND THE BANK OF SALES |
| | COUNTERS IS MOSTLY 10 FEET TALL AND CONSIDERED THE |
| | STORAGE AREA. PLEASE SHOW HOW COMPLIANCE WITH SECTION |
| | 1016.2.5 (2) OF THE 2020 FBC-B. |
| | 2. MEANS OF EGRESS ARE NOT PROHIBITED THROUGH |
| | STOCKROOMS IN GROUP M OCCUPANCIES WHERE ALL |
| | OF THE FOLLOWING ARE MET: |
| | 2.1. THE STOCK IS OF THE SAME HAZARD CLASSIFICATION AS |
| | THAT FOUND IN THE MAIN RETAIL AREA. |
| | |
| | 2.2. NOT MORE THAN 50 PERCENT OF THE EXIT ACCESS IS |
| | THROUGH THE STOCKROOM. |
| | |
| | 2.3. THE STOCKROOM IS NOT SUBJECT TO LOCKING FROM THE |
| | EGRESS SIDE. |
| | |
| | 2.4. THERE IS A DEMARCATED, MINIMUM 44- INCH-WIDE (1118 |
| | MM) AISLE DEFINED BY FULL- OR PARTIAL-HEIGHT FIXED |
| | WALLS OR SIMILAR CONSTRUCTION THAT WILL MAINTAIN THE |
| | REQUIRED WIDTH AND LEAD DIRECTLY. |
| | |
| | 3B) 2020 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION 105.2.6. RACK |
| | STORAGE OVER 5FEET 9 INCHES TALL REQUIRES A SEPARATE |
| | RACK STORAGE PERMIT, WITH PLANS REVIEW, AND ASSOCIATED |
| | FEES. |
| | |
| | 3C) SHEET A-1 THE FLOOR PLAN/ RACK STORAGE PLAN IS NOT |
| | A LIFE SAFETY PLAN AND SHEET E3 THE LIGHTING PLAN, ONLY |
| | SOWS THE EXIT LIGHTS AT THE EXIT DOORWAYS, PLEASE SHOW |
| | DIRECTIONAL EXIT LIGHTS WHERE THE RACK STORAGE IS OVER |
| | 5 FEET 9 INCHES TALL ON BOTH THE A-1 SHEET AND E3 |
| | LIGHTING SHEET. 2020 FBC-B SECTION 1013.1. WHERE |
| | REQUIRED. THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN |
| | EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS |
| | TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL IN |
| | CASES WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL IS |
| | NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS. |
| | |
| | 3D) THERE IS NOT ANY CURRENT RAMP DETAIL SHOWING THE |
| | HEIGHT OR WIDTH OF THE TOP AND BOTTOM LANDINGS NOR OF |
| | THE RAMP ITSELF. SINCE THE RAMP IS PART OF THE MEANS OF |
| | EGRESS TO THE PUBLIC WAY PLEASE SHOW DETAILS IN |
| | COMPLIANCE WITH THE 2020 FBC-B SECTIONS: |
| | 1012.2 SLOPE |
| | 1012.3 CROSS SLOPE. |
| | 1016.2 LANDINGS. 1016.2.1 SLOPE, 1016.2 WIDTH, 1016.3 |
| | LENGTH |
| | 1012.8 POSSIBILITY OF HANDRAILS |
| | 1012.10 EDGE PROTECTION FOR THE RAMP |
| | |
| | 4) SHEETS D1 DEMO AND A-3 EXTERIOR ELEVATIONS SHOW ON |
| | THE FRONT OF THE BUILDING THE REMOVAL OF THE SPANDREL |
| | PANELS AND REPLACE WITH LARGE MISSILE IMPACT GLAZING. |
| | THE SIDE ELEVATION SHOWS NEW DOUBLE DOORS. PLEASE |
| | PROVIDE PRODUCT APPROVALS FOR THE FOLLOWING: |
| | 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. |
| | (B) WINDOWS & MULLIONS. |
| | |
| | 5) 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. 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. |
| | |
| | 6) 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. |
| | |
| | 7) SHEET S0.1 PROVIDES THE WIND DESIGN CRITERIA BUT NOT |
| | THE PRESSURES FOR WALL ZONES 4 & 5 NOR THE ROOF ZONES |
| | 1,2 OR 3. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED |
| | BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR |
| | THE DESIGN OF THE STRUCTURE, PSF. 2020FBC-B TABLE |
| | 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & EXPOSURE. |
| | PROVIDE THE MEAN ROOF HEIGHT FOR THE BUILDING. ASCE |
| | 7-16 TABLE 30.3.1. 1609.3.1 WIND SPEED CONVERSION VULT |
| | TO VASD. PLEASE NOTE FOR THE LOCATION THE VULT OF 168 |
| | WOULD EQUATE TO 130 VASD, NOT 144 VASD. IF THE DESIGNER |
| | OF RECORD WISHES TO DESIGN TO THE HIGHER DESIGN |
| | REQUIREMENTS YOU MAY, IT WILL EQUATE TO HIGH PSF PER |
| | SQUARE FOOT OF OPENING. |
| | |
| | 8) THE SUBMITTED ENGINEERED ROOF TOP CURB DOES NOT HAVE |
| | EITHER A MIAMI-DADE NOA LISTING NOR A FLORIDA APPROVAL, |
| | ALL PRODUCT APPROVALS WITHIN THE STATE OF FLORIDA ARE |
| | SUPPOSED TO HAVE 3RD PARTY QUALITY ASSURANCE PROGRAM IN |
| | AFFECT. LOCAL GOVERNMENT CAN HAVE THEIR OWN PROGRAM. |
| | THE CITY OF WEST PALM BEACH HAS THE SAME 10 CRITERIA AS |
| | THE STATE. 2020 FBC-B 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, LIGHTWEIGHT |
| | CONCRETE INSULATION, CURBS, ROOF TOP EXHAUST FANS, |
| | VENTILATORS ETC. |
| | |
| | 9) SHEET S1.1 SHOWS NEW STEEL SUPPORT ANGLES AND STEEL |
| | DECKING. THE DETAILS SHOW WHERE JOBSITE WELDING WILL BE |
| | REQUIRED FOR THE NEW ROOF TOP MECHANICAL EQUIPMENT. |
| | |
| | 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 FOR FIELD WIELDING, ON THE JOB-SITE |
| | WIELDING. THIRD PARTY CERTIFICATION WILL BE REQUIRED. |
| | REPORTS SUBMITTED TO BUILDING INSPECTOR AT TIME OF |
| | FRAMING INSPECTION. |
| | 2020 FBC-B 2204.1 WELDING |
| | 1. WELD PROCEDURES SPECIFICATIONS |
| | 2. QUALIFICATIONS OF WELDING PERSONAL |
| | 2020 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. |
| | |
| | 10A) THE COVERSHEET LISTS THE ROOFTOP DECK AT A HEIGHT |
| | OF 18 FEET 3 INCHES. 2020 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 |
| | ABOVE GRADE TO ACCESS SUCH EQUIPMENT OR APPLIANCES, AN |
| | INTERIOR OR EXTERIOR MEANS OF ACCESS SHALL BE PROVIDED. |
| | |
| | |
| | 10B) 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. |
| | |
| | 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. 8:00 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] |
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