| Date |
Text |
| 2020-11-04 14:11:00 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20101339 |
| | ADD:7459 RIVERWALK CIR. BLDG.# 205 |
| | CONT: PALM BEACH COUNTY CONTRACTOR CORP. |
| | TEL: 561-257-3706 |
| | 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: WED. NOV. 04TH/2020 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A-1: UNDER THE HEADING PROJECT DATA THE PLANS |
| | INDICATE THIS ADDITION IS CONSTRUCTION TYPE 5B, |
| | UNPROTECTED, UNSPRINKLERED. |
| | 1A) THE MAXIMUM DEAD END IS GIVEN= W/ SPRINKLERS 25 |
| | FEET. STATED ABOVE A NON-SPRINKLERED BUILDING. |
| | 107.2.1.2 ADDITIONAL INFORMATION REQUIRED, DISCREPANCY. |
| | |
| | 1B) THE MAXIMUM TRAVEL = W SPRINKLERS 150 FEET PER |
| | TABLE 1006. PLEASE NOTE THE TABLES 1006 ALL (3) ARE |
| | COMMON PATH OF TRAVEL, TABLE 1006.2.1 IS FOR THE 1ST |
| | FLOOR STORAGE OCCUPANCY < THAN OR EQUAL TO 30 100 FEET |
| | GREATER OCCUPANT LOAD THAN 30 THEN 75 FEET. |
| | |
| | 1C) THE PLAN ALSO STATES THAT IT WAS DEVELOPED IN |
| | COMPLIANCE WITH THE PRESCRIPTIVE COMPLIANCE METHOD. |
| | LEVEL 2. PLEASE NOTE THE PRESCRIPTIVE COMPLIANCE METHOD |
| | IS ONE OF 3 COMPLIANCE METHODS. THE WORK AREA METHOD |
| | (LEVEL 1, 2 & 3) AND THE PERFORMANCE COMPLIANCE METHOD. |
| | PLEASE NOTE THE SUBMITTED PLAN SHOULD BE DESIGNED UNDER |
| | THE 2017 FBC-EXISTING BUILDING CODE CHAPTER 11 |
| | ADDITIONS. |
| | |
| | 2) SHEET A-1 TOILET ROOM ELEVATIONS AND EXIST. TOILET |
| | ROOM ACCESSORY SCHEDULE. THIS IS A NEW ADDITION WHY |
| | WOULD THE TOILET ACCESSORIES BE EXISTING? 107.2.1.2. |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 2A) IN BOTH THE ELEVATIONS AND ACCESSORY SCHEDULE THE |
| | SIDE AND BACK GRAB BAR ARE SHOWN MEASURED FROM FLOOR TO |
| | THE CENTERLINE OF THE GRAB BAR. 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. |
| | |
| | 2B) THE TOILET PAPER DISPENSER IS MEASURED FROM THE |
| | BACK WALL TO CENTER LINE OF THE DISPENSER MAX. 3 FEET. |
| | PLEASE SHOW COMPLIANCE WITH THE 2017 ACCESS. CODE |
| | SECTION 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. |
| | |
| | 2C) THE PLANS ARE SILENT AS TO THE PROTECTION OF THE |
| | WATER SUPPLY AND DRAINAGE PIPE UNDER THE LAV. 2017 |
| | FBC-ACCESS. CODE 606.5 EXPOSED PIPES AND SURFACES. |
| | WATER SUPPLY & DRAINPIPES UNDER LAVATORIES AND SINKS |
| | SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT |
| | AGAINST CONTACT. |
| | |
| | 3) SHEET A-1: UNDER THE HEADING OF WALL FINISHES THE |
| | PLANS INDICATE GYPSUM BOARD. 2017 FBC-B 1210.2.2. WALLS |
| | & PARTITIONS. THIS COMMENT IS A RESULT OF THE BUILDING |
| | OFFICIAL INTERPRETATION. IN RESTROOMS EPOXY PAINT IS NO |
| | LONGER CONSIDERED A SMOOTH HARD, NON-ABSORBENT SURFACE. |
| | 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. |
| | 2017 FBC-B 2509.1. WET AREAS. SHOWERS AND PUBLIC TOILET |
| | WALLS SHALL COMPLY WITH 1210.2. |
| | 2017 FBC-B 1210.2. FINISH MATERIALS. WALLS, BASE, |
| | FLOORS AND PARTITIONS IN TOILET AND BATHROOMS SHALL |
| | COMPLY WITH SECTIONS 1210.1 THROUGH 1210.4. |
| | |
| | 4) SHEET A-1 UNDER THE FOUNDATION LEGEND INDICATES NEW |
| | 8-INCH CMU WALL FILLED CELLS AT 48 INCHES ON CENTER. |
| | THE SIZE OF THE VERTICAL BARS IS NOT SPECIFIED. THE |
| | NOTE IS FOR THE BOND BEAM AND DOES NOT MENTION THE |
| | REBAR FOR THE BOND BEAM? 107.2.1.2 ADDITIONAL |
| | INFORMATION IS REQUIRED. SHEET A-2 SHOWS LINTEL |
| | SCHEDULES. |
| | |
| | 5) SHEET A-2 PROVIDES THE ROOF PRESSURES FOR ZONES 1-3 |
| | BUT DOES NOT PROVIDE THE WIND DESIGN CRITERIA. NOR ARE |
| | THE PERUSES GIVEN FOR THE WALL OPENINGS (DOORS). |
| | 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) THE PLANS ARE SILENT AS TO ATTIC ACCESS. WITH A 4/12 |
| | PITCH AND 20 SPAN, 10 FEET TO CENTERLINE OR 40-INCH |
| | RISE IN ROOF HEIGHT. PLEASE HOW COMPLIANCE WITH ATTIC |
| | ACCESS 1209.2 OF THE 2017 FBC-B. |
| | |
| | 7) PLEASE NOTE 3 PRODUCT APPROVALS WERE SUBMITTED FOR |
| | THE ROOFING MATERIALS. NONE OF THE 3 ROOFING PRODUCT |
| | APPROVALS WERE HIGHLIGHTED/ CIRCLED AS FAR AS TYPE OF |
| | MATERIALS, TYPE OF FASTENER AND ALLOWABLE UPLIFT. 2017 |
| | WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATIVE CODE 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. |
| | NOA # 18-0509.18 EAGLE ROOFING MEDIUM PROFILE CONCRETE |
| | TILE. |
| | FL6332-R8 ICP ADHESIVES AND SEALANT, |
| | FL5259 POLY ROOF UNDERLAYMENT. DOES THIS PRODUCT ALLOW |
| | DIRECT DECK ATTACHMENT? |
| | |
| | 8A) PLEASE NOTE NO PRODUCT APPROVAL WAS SUBMITTED FOR |
| | THE NEW EXTERIOR RESTROOM DOORS. |
| | COMPONENTS & CLADDING. 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. |
| | |
| | 8B) 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. |
| | |
| | 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. |
| | |
| | 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] |
| | |
| | |
