| Date |
Text |
| 2021-12-15 15:05:52 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 21100650 |
| | ADD: 711 N. ROSEMARY AVE. PHASE 1 |
| | CONT: 1ST SOURCE CONSTRUCTION, INC. |
| | TEL: 954-638-6028 |
| | 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: WED. DEC. 15TH/ 2021 |
| | ACTION: DENIED |
| | |
| | 1) COVERSHEET: LIST THE FBC-RESIDENTIAL 5TH EDITION |
| | 2017 AS THE GOVERNING CODE. PLEASE UPDATE THE PLANS TO |
| | THE 2020 FBC-BUILDING CODE 7TH EDITION OF THE BUILDING |
| | CODE. 2020 FBC-EXISTING BUILDING CODE 7TH EDITION. |
| | |
| | 2 COVERSHEET GOVERNING CODES DOES NOT INDICATE IF THIS |
| | BUILDING IS FIRE SPRINKLERED OR NOT? 107.2.1.2. |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 3) SHEET A2.3 RESTROOM ELEVATIONS AND FLOOR PLAN. THE |
| | ELEVATIONS OF THE RESTROOM SHOW THE BACK WALL OF THE |
| | RESTROOM, BEHIND THE WATER CLOSET SHOWS WALL FINISH |
| | RR10 MOISTURE RESISTANT WALL PAINT. |
| | 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 SINKS AREAS |
| | EPOXY PAINT IS NO LONGER CONSIDERED A SMOOTH HARD, |
| | NON-ABSORBENT SURFACE. |
| | |
| | 3A) 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. |
| | |
| | 3B) 2509.1. WET AREAS. SHOWERS AND PUBLIC TOILET WALLS |
| | SHALL COMPLY WITH 1210.2. |
| | |
| | 3C) 1210.2. FINISH MATERIALS. WALLS, BASE, FLOORS AND |
| | PARTITIONS IN TOILET AND BATHROOMS SHALL COMPLY WITH |
| | SECTIONS 1210.1 THROUGH 1210.4. |
| | |
| | 3D) ELEVATION 5-A SIDE ELEVATION OF LAVATORY MISSING |
| | 606.5 EXPOSED PIPES AND SURFACES. WATER SUPPLY & |
| | DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE |
| | INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST |
| | CONTACT. SEE SECTIONS 306.2 TOES & 306.3 KNEES. |
| | |
| | 3E) ELEVATION 5-A SIDE ELEVATION WALL MIRROR ABOVE SINK |
| | IS SHOWN TO BE 4 FEET TO THE BOTTOM OF THE MIRROR. |
| | 603.3 MIRRORS. 2020 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. |
| | |
| | 3F) ELEVATION 2-C DETAIL 4. 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. |
| | |
| | 3G) REAR AND SIDE GRAB BAR BY WATERCLOSET TO SHOW |
| | COMPLIANCE WITH GRAB BARS/ RESTROOMS> 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. |
| | |
| | 4A) SHEET A2.4 NOTE RF5 STATES NEW ROOF ACCESS LADDER, |
| | PLEASE PROVIDE COMPLIANCE WITH 2020 FBC-B 1011.16 |
| | LADDERS. PERMANENT LADDERS SHALL NOT SERVE AS A PART OF |
| | THE MEANS OF EGRESS FROM OCCUPIED SPACES WITHIN A |
| | BUILDING. PERMANENT LADDERS SHALL BE PERMITTED TO |
| | PROVIDE ACCESS TO THE FOLLOWING AREAS: |
| | 1.SPACES FREQUENTED ONLY BY PERSONNEL FOR MAINTENANCE, |
| | REPAIR OR MONITORING OF EQUIPMENT. |
| | 5.NONOCCUPIED ROOFS THAT ARE NOT REQUIRED TO HAVE |
| | STAIRWAY ACCESS IN ACCORDANCE WITH SECTION |
| | 1011.12.1. |
| | 6.LADDERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH |
| | SECTION 306.5 OF THE FLORIDA BUILDING CODE, |
| | MECHANICAL. |
| | 4B) LADDERS SHALL COMPLY WITH THE FOLLOWING MINIMUM |
| | DESIGN CRITERIA: |
| | 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR |
| | ROOF EDGE NOT LESS THAN 30 INCHES (762 MM). |
| | 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14 |
| | INCHES (356 MM) ON CENTER. |
| | 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN |
| | 6-INCHES (152 MM) DEEP. |
| | 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM) |
| | BETWEEN RAILS. |
| | 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM) |
| | DIAMETER AND BE CAPABLE OF WITHSTANDING A 300- |
| | POUND (136.1 KG) LOAD. |
| | 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE |
| | PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF |
| | WITHSTANDING 100 POUNDS PER SQUARE FOOT (488.2 KG/M2). |
| | |
| | 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY |
| | APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE |
| | REQUIRED ACCESS SHALL BE NOT LESS THAN 24-INCHES (610 |
| | MM) |
| | WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR SERVICE |
| | PLATFORMS. |
| | |
| | 5) SHEET A3.0 NOTE E3 & E4 INDICATE OWNER SUPPLIED |
| | IMPACT RESISTANT STOREFRONT DOORS AND WINDOWS. IF PART |
| | OF THIS PERMIT THE VALUE OF THE OWNER SUPPLIED WINDOWS |
| | AND DOORS TO BE ADDED TO THE VALUE OF THIS PERMIT. |
| | 109.3 BUILDING PERMIT VALUATION. |
| | |
| | 6) SHEET A3.0 NOTES 3 & 4 NEW STOREFRONT WINDOWS AND |
| | DOORS. MISSING THE WIND DESIGN CRITERIA. 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: |
| | |
| | 6.1. 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. |
| | |
| | 6.2. RISK CATEGORY. |
| | |
| | 6.3. 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. |
| | |
| | 6.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 6.5. 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. |
| | |
| | 6.6. 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. |
| | |
| | 7) COMPONENTS & CLADDING. 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, MULLIONS & ROOF HATCHES. |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT |
| | CONCRETE INSULATION, ROOF TOP VENTILATORS |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 8A) 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. |
| | |
| | |
| | 8B) 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) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY IN 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, SILL HEIGTH, 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. |
| | |
| | 10) THRESHOLDS ACCESS. CODE 404.2.5. THRESHOLDS, IF |
| | PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (13 MM) HIGH |
| | MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT |
| | DOORWAYS SHALL COMPLY WITH 302 AND 303. |
| | |
| | 11) 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. |
| | |
| | |
| | AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE WORKING |
| | FROM CITY HALL. |
| | MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM |
| | PART-TIME/ 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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