Date |
Text |
2022-11-14 13:26:09 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| SERVICES/ BUILDING DIVISION |
| 2020 FBC- BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 22061262 |
| ADD: 1911 N TAMARIND AVE |
| CONT: BELACRIS CONSTRUCTION |
| TEL: 305-244-0277 |
| 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. NOV. 14TH/ 2022 |
| ACTION: DENIED |
| |
| 1) PLEASE ADDRESS THE ADDRESSING CONCERNS BEING THIS |
| PROPERTY IS A CORNER PROPERTY WITH MULTIPLE PROPOSED |
| TENANTS AND USES. 2020 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) PLEASE REVIEW THE SUBMITTED (UPLOADED) PLAN AND |
| LABELING. EXAMPLE THE UPLOADED LIFE SAFETY PLAN IS |
| ACTUALLY THE M1-0 PLAN. THE E-1.0 IS ACTUALLY |
| ELEVATIONS. . A-3.0 IS LABELED THE ELEVATIONS BUT IS |
| ACTUALLY E-1.0, ETC??? |
| DISCREPANCY IN PLANS. 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. |
| |
| 3) THERE IS NO EXISTING FLOOR PLAN SHEET A-2.0 SHOWS |
| THE PROPOSED FLOOR PLAN WITH THE PROPOSED BEDROOMS 3 & |
| 4 WHAT WERE THESE AREAS PREVIOUSLY USED AS? WITH THE |
| NEW PROPOSED USE, THE PROPERTY LINE IS LISTED AS 2FEET |
| 2 INCHES. THE 2020 FBC-BUILDING CODE TABLE 602 |
| FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS |
| BASED ON DISTANCE & TABLE 705.8 MAXIMUM AREA OF |
| EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION |
| DISTANCE AND DEGREE OF OPENING PROTECTION. THIS SAME |
| WALL THE SURVEY SHOWS APPROXIMATELY 9 FEET FROM THE |
| PROPERTY LINE, WHY THE DISCREPANCY? |
| |
| 4) SHEET A-2.0 SHOWS ON THE BACK OF THE BUILDING NINE |
| FEET EIGHT INCHES TO THE PROPERTY LINE WHEREAS THE |
| SURVEY INDICATES 5.4 FEET AND 5.2 FEET. THE 2020 |
| FBC-BUILDING CODE TABLE 602 FIRE-RESISTANCE RATING |
| REQUIREMENTS FOR EXTERIOR WALLS BASED ON DISTANCE & |
| TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS |
| BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING |
| PROTECTION. THIS SAME WALL THE SURVEY SHOWS |
| APPROXIMATELY 9 FEET FROM THE PROPERTY LINE, WHY THE |
| DISCREPANCY? |
| |
| 5) SHEET A-2.0 PLEASE SHOW FOR THE PROPOSED BEDROOM |
| NUMBER THREE THE NEW LOCATION FOR THE EGRESS WINDOW IN |
| ACCORDANCE WITH 2020 FBC-BUILDING CODE 1030.2 & 1030.3. |
| |
| 6A) SHEET A-2.0 PLEASE PROVIDE OCCUPANCY CLASSIFICATION |
| FOR THE PROPOSED 4 BEDROOM AND STUDIO APARTMENT? 2020 |
| FBC-BUILDING CODE 310.4 R-2, 310.5 R-3 OR 310.6 R-4. |
| |
| 6B) DEPENDING ON OCCUPANCY TYPE THERE MAYBE |
| REQUIREMENTS FOR ACCESSIBILITY. ADDITIONAL INFORMATION |
| IS REQUIRED. 107.2.1. |
| |
| 7A) SHEET A-2.0 THE PROPOSED 4 BEDROOM NOR THE PROPOSED |
| STUDIO APARTMENT SHOW COMPLIANCE WITH SECTION 420.4 |
| SEPARATION WALLS AND THE REQUIREMENTS FOUND IN 708.4. |
| 7B) PROVIDE THE UL OR GYPSUM ASSOCIATION LISTING NUMBER |
| FOR THE FIRE PARTITION SEE 708.3 FIRE RESISTANCE |
| RATING. |
| |
| 8A) SHEET A-2.0 FLOOR PLAN THE EXISTING FRONT PORCH AT |
| 4-BEDROOM UNIT INDICATES NEW GWB (GYPSUM WALL BOARD) |
| BUILDOUT OVER EXISTING STRUCTURAL COLUMN. GYPSUM WALL |
| BOARD IS USED FOR INTERIOR WALLS AND CEILINGS. GYPSUM |
| SHEATHING IS FOR EXTERIOR USE WITH A STUCCO OR SIMILAR |
| FINISH PRODUCT. PLEASE ALSO PROVIDE THE FRAMING SINCE |
| THIS IS AN EXTERIOR ELEMENT, 170 VULT WIND SPEED. |
| |
| 8B) PROVIDE COMPLIANCE WITH FBC-BUILDING SECTION 420.6 |
| FIRE & SMOKE ALARMS. |
| |
| 9) SHEET A-2.0 DETAIL # 4 & 5 SHOW A WALL SECTION BUT |
| THE SECTION INDICATES #5 REBAR DOWELED INTO THE |
| FOUNDATION, THIS SECTION DOES NOT PROVIDE A BEAM AT THE |
| TOP TO DOWEL INTO OR IF A NEW BEAM IS TO BE REQUIRED, |
| PART OF THE MAIN WIND FORCE RESISTING SYSTEM (MWFRS). |
| THE SAME HOLDS TRUE WITH WALL DETAIL # 5. 107.2.1. |
| ADDITIONAL INFORMATION IS REQUIRED. |
| |
| 10) SHEET A-2.0 WHAT APPEARS TO BE A LIVE/ WORK UNIT |
| THAT WILL NEED SHOW COMPLIANCE WITH THE 2020 |
| FBC-BUILDING CODE SECTION 419. |
| |
| 10A) SHOW AREA LIMITATIONS IN ACCORDANCE WITH 419.1.1 |
| LIMITATIONS. |
| |
| 10B) THE FLOOR PLAN SHOWS 2 EGRESSES TO THE COMMERCIAL |
| AREA ACCESSIBLE BY THE PUBLIC. AT LEAST ONE ENTRANCE |
| NEEDS TO BE A ACCESSIBLE ENTRANCE LEVEL WITH THE |
| EXTERIOR OF THE BUILDING. 2020 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. |
| NEW BUILDINGS ONLY, SEE EXCEPTIONS IN EXISTING |
| BUILDINGS. |
| |
| 10C) THE FLOOR PLAN SHOWS A POWDER ROOM WITH A LAV AND |
| WATER CLOSET, DOES NOT MEET SECTION 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. |
| |
| 10D) PLEASE PROVIDE WALL ELEVATIONS FOR THE POWDER ROOM |
| FOR ALL OF THE GRAB BAR REQUIREMENTS, PAPER HOLDER, LAV |
| AND MIRROR. SEE CHAPTER 6 OF THE 2020 ACCESSIBILITY |
| CODE. |
| |
| 10E) 2020 FBC-B 1210.2.2. WALLS & PARTITIONS. THIS |
| COMMENT IS A RESULT OF THE BUILDING OFFICIAL |
| INTERPRETATION ON 06/2020. IN BATHROOMS, RESTROOMS & |
| SERVICE SINK AREAS EPOXY PAINT IS NO LONGER CONSIDERED |
| A SMOOTH HARD, NON-ABSORBENT SURFACE. 1210.2.2 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. |
| |
| 10F) THE FLOOR PLAN FOR THE LIVE/ WORK UNIT NEEDS TO |
| SHOW COMPLIANCE WITH 420 FIRE & SMOKE ALARMS. |
| |
| 10G) SHEET A-2.0 THE LIVE/ WORK UNIT BEDROOM # 2 DOES |
| NOT HAVE AT LEAST ONE EMERGENCY ESCAPE AND RESCUE |
| OPENING, 2020 FBC-BUILDING SECTION 1030.1 & 1030.2. |
| |
| 11) ARIEL VIEW OF THE PROPERTY SHOWS IN THE MIDDLE OF |
| THE LIVE WORK UNIT WHAT APPEARS A BEARING WALL ABOVE |
| THE ROOF LINE PARALLEL WITH STATE ST. THERE IS NO |
| MENTION OF WHERE THIS WALL IS IN THE FLOOR PLAN, |
| ALREADY REMODELED? 107.2.1. ADDITIONAL INFORMATION IS |
| REQUIRED. |
| |
| 12) SHEETS A-3.0 & A-4.0 BOTH SHOW EXTERIOR ELEVATIONS |
| AND NEW EXTERIOR OPENINGS, WINDOWS AND DOORS. THERE IS |
| NO WIND DESIGN CRITERIA. 2020 FBC-B 1603.1.4 WIND |
| DESIGN CRITERIA. |
| 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: |
| |
| 12.1. 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. |
| |
| 12.2. RISK CATEGORY. |
| |
| 12.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| HEIGHT AND EXPOSURE. ASCE 7-16 TABLE 30.3.1. |
| |
| 12.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| |
| 12.5. 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. |
| |
| 12.6. 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. |
| |
| 13) . PLEASE SUBMIT THE COMPONENTS AND CLADDING PRODUCT |
| APPROVALS. 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 |
| (B) WINDOWS |
| |
| 14) 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. |
| |
| 15) A TRANSMITTAL LETTER / NARRATIVE 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. |
| |
| |
| MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM |
| PART-TIME/ SEMI-RETIRED. |
| |
| IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET |
| BACK INTO THE OFFICE CALL |
| (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL. |
| THANK YOU. |
| |
| 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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