| Date |
Text |
| 2021-02-09 15:43:06 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 21020115 |
| | ADD: 1316 ALAPHA STREET, UNIT # 1 |
| | CONT: GEN-X CONSTRUCTION, INC. |
| | TEL: 561-963-4490 |
| | 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. FEB. 09TH/ 2021 |
| | ACTION: DENIED |
| | |
| | 1) SHEET 1ST FLOOR PLAN. |
| | 1A) THE 1ST FLOOR PLAN INDICATES A NEW RAMP AT THE |
| | EXTERIOR SIDE OF THE FRONT DOOR. THE PLANS DO NOT |
| | CLEARLY SHOW THE TOP AND BOTTOM LANDINGS. PLEASE SHOW |
| | COMPLIANCE WITH THE 2020 FBC-BUILDING SECTION 1012.6 |
| | LANDINGS. RAMPS SHALL HAVE LANDINGS AT THE BOTTOM AND |
| | TOP OF EACH RAMP, POINTS OF TURNING ENTRANCE, EXITS AT |
| | DOORS AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE |
| | ACCESSIBILITY. LANDINGS SHALL COMPLY WITH SECTION |
| | 1012.6.1 THROUGH 1012.6.5. |
| | |
| | 1B) DOORWAYS AT RAMPS (LANDINGS). 1012.6,5 OF THE 2020 |
| | FBC-BUILDING. WHERE DOORWAYS ARE LOCATED ADJACENT TO A |
| | RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY ICC |
| | A117.1 ARE PERMITTED TO OVERLAP THE REQUIRED LANDING |
| | AREA. |
| | |
| | 1C) SHEET 1ST FLOOR PLAN AT FRONT ENTRY INDICATES THE |
| | BUILDING OF A NEW RAMP. THERE ARE SOME DIMENSIONS BUT |
| | THERE IS NO MENTION OR DETAILS FOR BUILDING THE LANDING |
| | NOR RAMP SECTION ITSELF. PLEASE SHOW COMPLIANCE WITH |
| | SECTION 1012.7 RAMP CONSTRUCTION. THE PLANS ARE SILENT |
| | AS TO THE LIVE LOAD DISTRIBUTIONS SEE FBC-B TABLE |
| | 1607.1. |
| | |
| | 1D) PLEASE SHOW COMPLIANCE WITH THE 2020 FBC-B SECTION |
| | 1012.7.1. RAMP SURFACE. THE SURFACE OF RAMPS SHALL BE |
| | OF A SLIP-RESISTANT MATERIALS THAT ARE SECURELY |
| | ATTACHED. |
| | |
| | 1E) PLEASE SHOW COMPLIANCE WITH THE 2020 FBC-B SECTION |
| | 1012.7.2. OUTDOOR CONDITIONS. OUTDOOR RAMPS AND OUTDOOR |
| | APPROACHES TO RAMPS SHALL BE DESIGNED SO THAT WATER |
| | WILL NOT ACCUMULATE ON THE WALKING SURFACES. |
| | |
| | 1G) THIS PROPOSED RAMP IS INDICATED TO BE 5 INCHES IN |
| | HEIGHT. HANDRAILS REQUIRED BY 1012.8 ARE NOT REQUIRED |
| | FOR RAMPS LESS THAN 6 INCHES. GUARDS REQUIRED BY 1012.9 |
| | WHERE REQUIRED BY 1015.2 RAMPS AND LANDINGS LOCATED 30 |
| | INCHES ABOVE GRADE, ALSO NOT REQUIRED. EDGE PROTECTION |
| | REQUIRED BY SECTION 1012.10 IS NOT INDICATED ON THE |
| | PLANS. |
| | |
| | 1H) SHEET 1ST DEMOLITION FLOOR PLAN SHOWS THE REMOVAL |
| | OF THE FRONT DOOR ASSEMBLY. THE PROPOSED FLOOR PLAN |
| | INDICATES THE INSTALLATION OF AN EXTERIOR OUTSWING DOOR |
| | W/ MAXIMUM ? INCH THRESHOLD. THE FLOOR PLAN IS SILENT |
| | AS TO THE WIND DESIGN CRITERIA AND COMPONENTS AND |
| | CLADDING PRESSURES. |
| | 2020 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: |
| | |
| | 1H)(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. |
| | |
| | 1H)(2.) RISK CATEGORY. |
| | |
| | 1H)(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. |
| | |
| | 1H)(4.) APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 1H)(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. |
| | |
| | 1H)(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. |
| | |
| | |
| | 1I) 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. |
| | |
| | 1J) 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. |
| | |
| | 1K) 2020 FBC-B HABITAL SPACES/ 1709.5.1.1FBC-B EXTERIOR |
| | WINDOWS AND DOORS. (EXCEPTION) 2. DOOR ASSEMBLIES |
| | INSTALLED WHERE THE OVERHANG (OH) RATIO IS EQUAL TO OR |
| | MORE THAN 1 NEED NOT BE TESTED FOR WATER INFILTRATION. |
| | |
| | 1L) BATHROOM GRAB BARS FOR THE WATER CLOSET. 2021 |
| | 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. |
| | |
| | 2) 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] |
| | |
| | DEVELOPMENT SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | |
| | MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF |
| | FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 |
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