| Date |
Text |
| 2021-06-14 16:55:07 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 21050626 |
| | ADD: 2255 PALM BEACH LAKES BLVD. |
| | 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. JUNE 14TH/ 2021 |
| | ACTION: DENIED |
| | 1) SHEET A0.1 ACCESSIBILITY DETAILS: |
| | 1A) THERE ARE ACCESSIBLE DETAILS CROSSED OUT ASSUMED |
| | NOT USED. THIS PERMIT IS FOR THE REMODEL OF THE |
| | BUILDING. UNDER PERMIT 21050628 IS PARKING LOT |
| | IMPROVEMENTS. THIS DETAIL SHOULD ALSO BE CROSSED OUT |
| | SINCE WE ARE DEALING WITH THE BUILDING IN THIS PERMIT. |
| | IT ALSO DOES NOT MEET THE CITY OF WEST PALM BEACH STALL |
| | STANDARD. |
| | |
| | 1B) DETAIL 11 IS ALSO CROSSED OUT PROTRUDING OBJECTS |
| | AND VERTICAL CLEARANCES. THESE DETAILS MAYBE REQUIRED |
| | WITHIN THE SCOPE OF THE BUILDING REMODEL.107.2.1.2. |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 2) A1.0 ARCHITECTURAL SITE PLAN, STAIR AND ADA RAMP- |
| | ELEVATIONS: |
| | |
| | 2A) DETAIL 4 STAIR AND ADA RAMP- ELEVATIONS SHOWS THE |
| | HANDRAIL HEIGHT OF 34 INCHES. ON THE RAMP HANDRAIL |
| | EXTENSION, THE HEIGHT OF THE BOTTOM PORTION OF THE |
| | HANDRAIL EXTENSION IS NOT GIVEN, NOR COMPLIANCE WITH |
| | THE 2020 FBC-ACCESSIBILITY CODE SECTION 307.2. I DO NOT |
| | SEE A SECTION OR DETAIL FOR THE HANDRAIL EXTENSIONS FOR |
| | THE STAIRS AND COMPLIANCE WITH ACCESSIBILITY CODE |
| | SECTION 307.2. |
| | |
| | 2B) THE RAMP DOES NOT SHOW A DIMENSION FROM THE FLOOR |
| | LEVEL OF THE RAMP TO THE BOTTOM OF BOTTOM RAIL HEIGHT. |
| | 2020 FBC-B 1015.4 OPENING LIMITATION. |
| | |
| | 2C) DETAIL # 3 OF THE SITE PLAN NOTE # 9 INDICATES A |
| | NEW CONCRETE SIDEWALK. NOTE 8 INDICATES THE 2 ACCESS |
| | AISLES BUT THE PLAN IS SILENT AS TO IF THE SIDEWALK IS |
| | LEVEL WITH THE ACCESS AISLES OR IF THERE WILL BE CURB |
| | CUTS (FIGURE 406.3 & 406.4 OF THE 2020 ACCESS. CODE) |
| | INTO THE NEW CONCRETE SIDEWALK. |
| | |
| | 3) SHEET A4.0 DETAIL # 5 NORTH BREAKROOM INT. ELEVATION |
| | SHOWS 2 MICROWAVES IN THE UPPER CABINETS. PLEASE SHOW |
| | COMPLIANCE WITH THE 2020 FBC-ACCESSIBILITY CODE |
| | SECTIONS: |
| | 308 REACH RANGES. 308.2 FORWARD REACH. / 308.2.1 |
| | UNOBSTRUCTED/ 308.2.2 OBSTRUCTED HIGH REACH. |
| | 308.3 SIDE REACH. / 308.3.1 UNOBSTRUCTED/ 308.3.2 |
| | OBSTRUCTED HIGH REACH. |
| | 309 OPERABLE PARTS. 309.3 HEIGHT. OPERABLE PARTS SHALL |
| | BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES |
| | SPECIFIED IN 308. |
| | 309.4 OPERATION. OPERABLE PARTS SHALL BE OPERABLE WITH |
| | ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, |
| | PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED |
| | TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS (22.2 N) |
| | MAXIMUM. |
| | |
| | 4) A6.0 ENLARGED TOILET PLANS AND ELEVATIONS: |
| | |
| | 4A) DETAIL # 1. SHOWS THE TOILET GRAB BARS MEASURED |
| | FROM FLOOR TO CENTERLINE OF GRAB BAR AT A HEIGHT OF 36 |
| | INCHES. 2020 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. CORRECT ALL |
| | DETAILS. |
| | |
| | 4B) DETAIL # 1 TOILET PAPER HOLDER IS DETAILED 12 |
| | INCHES FROM THE FRONT OF THE WATER CLOSET TO CENTERLINE |
| | OF THE TOILET PAPER DISPENSER. 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. |
| | |
| | 4C) THE FLOOR PLAN GIVES A DETAIL FOR DRINKING |
| | FOUNTAINS BUT THERE IS NO ELEVATION SHOWING COMPLIANCE |
| | WITH THE 2020 FBC-ACCESSIBILITY CODE SECTIONS: |
| | (1) 2020 FBC-ACCESSIBILITY CODE. 211.2 MINIMUM NUMBER. |
| | NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED. |
| | ONE DRINKING FOUNTAIN SHALL COMPLY WITH 602.1 THROUGH |
| | 602.6 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH |
| | 602.7. |
| | (2) SPOUT OUTLETS/ DRINKING FOUNTAINS. 2017 ACCESS. |
| | CODE. SPOUT OUTLETS SHALL COMPLY WITH: |
| | 602.4 SPOUT HEIGHT. 36 INCHES MAXIMUM ABOVE THE FINISH |
| | FLOOR OR GROUND FOR WHEELCHAIR BOUND INDIVIDUALS. |
| | 602.7 SPOUT HEIGHT FOR THE STANDING PERSONS SHALL BE |
| | BETWEEN 38 TO 43 INCHES ABOVE FINISH FLOOR. |
| | |
| | 5) STRUCTURAL PLANS ALL MAKE NOTE TO THE 2018 IBC WE IN |
| | FLORIDA DO NOT USE THE IBC, IT MAYBE THE BASE CODE BUT |
| | FLORIDA HAS ADOPTED THE 2020 FLORIDA BUILDING CODE. |
| | SHEET S1.1 GENERAL NOTES 4 REFER TO SECTIONS 1704 AND |
| | OR 1705. IN THE 2020 FBC-BUILDING THESE SECTIONS ARE |
| | RESERVED. |
| | WELDED OR BOLTED CONNECTIONS. THIS BUILDING CONTAINS |
| | EITHER BOLTED AND OR WELDED 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. |
| | THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO |
| | COMPLETE AND APPROVE THE FORMER INSPECTIONS. 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 |
| | 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. |
| | |
| | 6) SHEET S1.1 UNDER THE HEADING DESIGN CRITERIA NOTE 5) |
| | WIND LOADS LIST THE BASIC WIND SPEED AS V(3 SECOND GUST |
| | AS 108 MPH. PLEASE REVIEW THE 2020 FBC-B SEE FIGURE |
| | 1609.3(1) VULT DESIGN WIND SPEED/ 3 SECOND GUST., VULT |
| | FOR RISK CATEGORY II BUILDINGS. WE ARE LOCATED IN THE |
| | 170 MPH, 3 SECOND GUST VULT WIND ZONE OR 132 MPH, 3 |
| | SECOND GUST. VASD. YOU CAN INTERPOLATE BETWEEN WIND |
| | SPEED CONTOUR LINES. I COULD NOT FIND IN THE PLANS |
| | WHERE THE DESIGN PRESSURES WERE GIVEN FOR ZONES 1,2,3 |
| | ROOF ZONES AND WALL ZONES 4 & 5. PLEASE PROVIDE ALL |
| | PRESSURES IN VASD SINCE THE PRESSURES ARE IN THE |
| | PRODUCT APPROVALS ARE VASD. PLEASE PROVIDE CHARTS FOR |
| | EFFECTIVE WIND AREA IN 10 SQ. FT., 20 SQ. FT., 50 SQ. |
| | FT., AND 100 SQ. FT. AND VALUES FOR THE STATED MEAN |
| | ROOF HEIGHT. |
| | |
| | 7) THERE ARE SEVERAL PRODUCT APPROVALS SUBMITTED THAT |
| | DO NOT HAVE EITHER A FLORIDA PRODUCT APPROVAL OR A |
| | MIAMI-DADE NOA. ALL PRODUCT APPROVALS IN FLORIDA MUST |
| | HAVE A THIRD-PARTY QUALITY ASSURANCE PROGRAM AND ALL |
| | WINDOWS AND DOORS HAVE TO HAD PASSED THE LARGE MISSILE |
| | TESTING OR HAVE THE OPENINGS SHUTTERED. 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, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT |
| | CONCRETE INSULATION, MECHANICAL SYSTEM CURBS ROOF TOP |
| | VENTILATORS |
| | |
| | 8) THE DESIGNER OF RECORD AT THIS TIME ASK FOR ALL |
| | PRODUCT APPROVALS TO BE DEFERRED SUBMITTALS. NOTE IF |
| | THE PRODUCT APPROVALS ARE ISSUED WITH THE PLANS AND IF |
| | THE TBD TO BE DETERMINED CONTRACTOR ELECTS TO USE A |
| | DIFFERENT PRODUCT EACH NEW PRODUCT APPROVAL IS |
| | CONSIDERED A SEPARATE REVISION, IF REVIEWS AND |
| | ASSOCIATED FEES. |
| | 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. |
| | |
| | 9) 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. |
| | |
| | 10) 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. |
| | |
| | 11) 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. 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. |
| | |
| | 12) 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 |
| | 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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