| 2020-08-17 16:12:18 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20071220 |
| | ADD: 2020 OR 2062 PALM BEACH LAKES BLVD. |
| | CONT: MIKE MOORE CONSTRUCTION |
| | TEL: 561-301-9468 |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2017 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. AUGUST 17TH/ 2020 |
| | ACTION: DENIED |
| | |
| | 1) THE JOBSITE ADDRESS LOCATION IS IN QUESTION. THE |
| | PERMIT APPLICATION INDICATES 2020 PALM BEACH LAKES |
| | WHEREAS THE PLAN TITLEBLOCK GIVES THE ADDRESS OF 2062 |
| | PALM BEACH LAKES BLVD? |
| | 2017 FLORIDA BUILDING CODE W 2014 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. |
| | |
| | 2) SHEET 3.1 IS THE LIFE SAFETY SHEET. THIS SHEET |
| | INDICATES WITH A NOTE THIS IS TO BE A 150 SEAT |
| | RESTAURANT. THE FLOOR PLAN DOES NOT SHOW COMPLIANCE FOR |
| | ANY ACCESSIBLE SEATING. |
| | |
| | 2A) 226.1 WHERE DINING SURFACES ARE PROVIDED FOR THE |
| | CONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THE |
| | SEATING SPACES AND STANDING SPACES AT THE DINING |
| | SURFACES SHALL COMPLY WITH 902. 150 X 0.05= 7.5 OR 8 |
| | SEATS. (YOU ROUND UP TO THE NEXT WHOLE PERSON). |
| | |
| | 2B) 226.2 DISPERSION. DINING SURFACES REQUIRED TO |
| | COMPLY WITH 902 SHALL BE DISPERSED THROUGHOUT THE SPACE |
| | OR FACILITY CONTAINING DINING SURFACES INCLUDING BARS, |
| | SEASONAL SEATING, ETC?. |
| | |
| | 2C) 206.2.5 206.2.5 RESTAURANTS AND CAFETERIAS. IN |
| | RESTAURANTS AND CAFETERIAS, AN ACCESSIBLE ROUTE SHALL |
| | BE PROVIDED TO ALL DINING AREAS, INCLUDING RAISED OR |
| | SUNKEN DINING AREAS, AND OUTDOOR DINING AREAS. |
| | |
| | 2D) 902.1 .DINING SURFACES AND WORK SURFACES SHALL |
| | COMPLY WITH 902.2 AND 902.3. ADVISORY 902.1 GENERAL. |
| | DINING SURFACES INCLUDE, BUT ARE NOT LIMITED TO, BARS, |
| | TABLES, LUNCH COUNTERS, AND BOOTHS. EXAMPLES OF WORK |
| | SURFACES INCLUDE WRITING SURFACES, STUDY CARRELS, |
| | STUDENT LABORATORY STATIONS, BABY CHANGING AND OTHER |
| | TABLES OR FIXTURES FOR PERSONAL GROOMING, CHECK WRITING |
| | SURFACES, COUPON COUNTERS, AND WHERE COVERED BY THE ADA |
| | SCOPING PROVISIONS, EMPLOYEE WORK STATIONS. |
| | |
| | 2D)(1) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR |
| | SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD |
| | APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE |
| | COMPLYING WITH 306 SHALL BE PROVIDED. |
| | |
| | 2D)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND |
| | WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES |
| | MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. PLEASE SEE |
| | SHEET 3.3 BAR COUNTER TOPS DETAILS 6 ,9? 10, 11 & 12. |
| | |
| | 2E) THE FRONT ENTRY IS ASSUMED TO BE A LEVEL FLOOR |
| | SURFACE FROM THE EXTERIOR TO THE INTERIOR WITH NO MORE |
| | THAN A ? INCH THRESHOLD, BUT THE PLANS ARE SILENT AS TO |
| | THE REQUIRED REAR EXIT FOR THE PUBLIC. |
| | 2017 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 TO |
| | THE PUBLIC WAY. |
| | |
| | 3A) SHEET 3.3 DETAILS FOR ACCESSIBLE REST ROOMS AND |
| | STALLS. NEITHER THE FLOOR PLAN NOR THE ELEVATION |
| | DETAILS GIVE A OVERALL DIMENSION OF THE BACK WALL OF |
| | THE RESTROOM AND STALL. CLEARANCES AT WATER CLOSETS. |
| | 604.3 CLEARANCE. CLEARANCES AROUND THE WATER CLOSETS |
| | AND IN TOILET COMPARTMENTS SHALL COMPLY WITH 604.3. |
| | 604.3.1. SIZE. CLEARANCE AROUND A WATER CLOSET SHALL BE |
| | 60 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE |
| | WALL AND 56 INCHES MINIMUM PERPENDICULAR FROM THE REAR |
| | WALL. NOTE THE MINIMUM BACK WALL MEASUREMENT SHOULD BE |
| | 7 FOOT 1 INCH. |
| | |
| | 3B) DETAILS 2, 3 & 5 ALL ELEVATION VIEWS OF THE |
| | RESTROOMS SHOW THE GRAB BARS MEASURED CENTER LINE TO |
| | THE FLOOR. 6666 2017 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. |
| | |
| | 3C) PLEASE NOTE DETAILS 3 & 5 SHOW THE MAXIMUM HEIGHT |
| | MEASURED TO THE BOTTOM OF THE MIRROR, PLEASE LOOK AT |
| | NOTE # E THAT STATES THE MIRROR TO BE SURROUNDED BY A |
| | S. S. CHANNEL FRAME. WITH THE FRAME THE BOTTOM OF THE |
| | REFLECTIVE SURFACE OF THE MIRROR WILL BE ABOVE 40 |
| | INCHES ABOVE FINISHED FLOOR. 603.3 MIRRORS. 2017 |
| | FBC-ACCESSIBILITY CODE. MIRRORS LOCATED ABOVE |
| | LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE |
| | BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM |
| | ABOVE THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED |
| | ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH |
| | THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES |
| | MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 603.3 |
| | MIRRORS. 2017 FBC-ACCESSIBILITY CODE. MIRRORS LOCATED |
| | ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH |
| | THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES |
| | MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. MIRRORS NOT |
| | LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE |
| | INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING |
| | SURFACE 35 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR |
| | GROUND. |
| | |
| | 4) SHEET 10.1 THE DOOR SCHEDULE INDICATES AN EXTERIOR |
| | DOOR MARKED 104. THE DOOR SCHEDULE UNDER REMARKS STATES |
| | PROVIDE 180 DEGREE DOOR PEEP HOLE (NOA 19-1016.03). |
| | |
| | 4A) 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. |
| | |
| | 4B) 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.. |
| | |
| | 5) WITH THE REPLACEMENT OF AN EXTERIOR DOOR THERE |
| | SHOULD BE WIND DESIGN CRITERIA PROVIDED. 2017 FBC-B |
| | 1603.1.4 WIND DESIGN DATA. THE FOLLOWING INFORMATION |
| | RELATED TO WIND LOADS SHALL BE SHOWN, REGARDLESS OF |
| | WHETHER WIND LOADS GOVERN THE DESIGN OF THE LATERAL |
| | FORCE-RESISTING SYSTEM OF THE STRUCTURE: |
| | 5.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS |
| | DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1. |
| | 5.2. RISK CATEGORY. |
| | 5.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. ASCE 7-10 TABLE 30.3.1. |
| | 5.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | 5.5. 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. |
| | 5.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING.. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED |
| | CONVERSION VULT TO VASD. |
| | |
| | 6) 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 BECAUSE OF COVID |
| | 19 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] |
| | |