| Date |
Text |
| 2020-10-20 09:55:48 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20100064 |
| | ADD: 1540 N. AUSTRALIAN AVE. / NEW BLDG. FOR HOUSING, |
| | COMMUNITY DEVELOPMENT) |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: |
| | E-MAIL: |
| | |
| | 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. OCT.19TH/2020 |
| | ACTION: DENIED |
| | |
| | 1) NO DOCUMENTATION WAS SUBMITTED THIS REVIEW TO SHOW |
| | COMPLIANCE WITH THE 2017 FBC-ENERGY CODE. |
| | |
| | 2017 ENERGY CODE SECTION C401.2 APPLICATION. |
| | COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE OF THE |
| | FOLLOWING: |
| | 3.1.THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1, |
| | EXCLUDING SECTION 9.4.1.1(G) OF THE STANDARD. |
| | 3.2.THE REQUIREMENTS OF SECTIONS C402 THROUGH C405. IN |
| | ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY WITH |
| | SECTION C406 AND TENANT SPACES SHALL COMPLY WITH |
| | SECTION C406.1.1. |
| | 3.3.THE REQUIREMENTS OF SECTIONS C402.5, C403.2, C404, |
| | C405.2, C405.3, C405.5, C405.6 AND C407. THE BUILDING |
| | ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85 PERCENT |
| | OF THE STANDARD REFERENCE DESIGN BUILDING. |
| | |
| | 2) SHEET 000 A0-0-COVER SHEET. UNDER THE HEADING |
| | PROJECT DATA/ GOVERNING CODES STATES, FBC-EXISTING |
| | BUILDING CODE 6TH EDITION 2017. FURTHER DOWN UNDER |
| | CLASSIFICATION OF WORK NEW CONSTRUCTION. PLEASE UPDATE |
| | THE GOVERNING CODES TO THE: |
| | 2017 FLORIDA BUILDING CODE- BUILDING |
| | 2017 FLORIDA BUILDING CODE- ACCESSIBILITY |
| | 2017 FLORIDA BUILDING CODE - ENERGY |
| | 2017 FLORIDA BUILDING CODE- MECHANICAL |
| | 2017 FLORIDA BUILDING CODE- PLUMBING |
| | |
| | 3) SHEET A2.1 LEVEL 1 LIFE SAFETY PLAN: |
| | 3A) HEADING OCCUPANT LOADS. THE NEW MULTI-PURPOSE SPACE |
| | IS LISTED AS 388SQ. FT./ 50= 8. FOR A MULTI-PURPOSE |
| | ROOM, THE OCCUPANT LOAD FACTOR TAKEN OF 50 IS MORE IN |
| | LINE OF THAT OF LIBRARY READING ROOMS. FOR A |
| | MULTI-PURPOSE ROOM, YOU TAKE THE WORST-CASE SCENARIO |
| | WHICH WOULD BE 5 SQ. FT. STANDING ROOM ONLY, 7 SQ. FT. |
| | FOR CHAIRS ONLY AND TABLES AND CHAIRS 15 SQ. FT. SEE |
| | THE 2017 FBC-B TABLE 1004.1.2. WHEN YOU FIGURE 7 SQ. |
| | FT. FOR CHAIRS ONLY YOU WOULD HAVE 56 OCCUPANTS |
| | REQUIRING 2 MEANS OF EGRESS FROM THIS ROOM. PLEASE |
| | REVIEW TABLE 1006.2.1 FOR BUSINESS OR ASSEMBLY |
| | OCCUPANCIES, THE MAXIMUM OCCUPANT LOAD FOR A SINGLE |
| | EXIT ACCESS DOORWAY IS 49. |
| | 3B) HEADING OCCUPANT LOADS. THE SUBMITTED OCCUPANT LOAD |
| | TABLE LIST 2,032 SQ. FT. AS NON-HABITABLE AREAS |
| | (JANITORIAL CLOSETS, STORAGE, ELECTRICAL ROOMS AND |
| | ENTRANCE) 2,032 S F/ 300= 7 OCCUPANTS. |
| | THE 2017 FBC-B TABLE 1004.1.2 FOR A BUSINESS OCCUPANCY |
| | LIST THE OCCUPANT LOAD FACTOR AS 100 GROSS. THE |
| | ENTRANCE AND RESTROOMS TILL SHOULD BE COUNTED WITH THE |
| | OCCUPANT LOAD FACTOR OF 100. THE STORAGE COMPONENT |
| | SQUARE FOOTAGE IS OVER 10 % OF THE FLOOR PLATE THEN IT |
| | IS TO BE CONSIDERED A SEPARATE OCCUPANCY. SEE THE |
| | 2017FBC-B SECTION 509.3 AREA LIMITATIONS. INCIDENTAL |
| | USES SHALL NOT OCCUPY MORE THAN 10% OF THE BUILDING |
| | AREA OF THE STORY IN WHICH THEY ARE IN. THE QUESTION IS |
| | WHICH OCCUPANCY TYPE S1 OR S2 SEE TABLE 508.4 FOR |
| | RATINGS. |
| | SECTION 202 DEFINITIONS |
| | IBC-B 2015 CODE COMMENTARY. THE GROSS FLOOR AREA IS |
| | THAT AREA MEASURED WITHIN THE PERIMETER FORMED BY THE |
| | INSIDE SURFACE OF THE EXTERIOR WALLS. THE AREA OF ALL |
| | OCCUPIABLE SPACES AND NONOCCUPIABLE SPACES, INCLUDING |
| | MECHANICAL & ELEVATOR SHAFTS, TOILET ROOMS, CLOSETS AND |
| | MECHANICAL EQUIPMENT ROOM. |
| | |
| | 2017 FBC-B DEFINITIONS. FLOOR AREA, GROSS. THE FLOOR |
| | AREA WITHIN THE INSIDE PERIMETER OF THE EXTERIOR WALLS |
| | OF THE BUILDING UNDER CONSIDERATION, EXCLUSIVE OF VENT |
| | SHAFTS AND COURTS, WITHOUT DEDUCTION FOR CORRIDORS, |
| | STAIRWAYS, CLOSETS, THE THICKNESS OF INTERIOR WALLS, |
| | COLUMNS OR OTHER FEATURES. THE FLOOR AREA OF A |
| | BUILDING, OR PORTION THEREOF, NOT PROVIDED WITH |
| | SURROUNDING EXTERIOR WALLS SHALL BE THE USABLE AREA |
| | UNDER THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR |
| | ABOVE. THE GROSS FLOOR AREA SHALL NOT INCLUDE SHAFTS |
| | WITH NO OPENINGS OR INTERIOR COURTS. |
| | |
| | 4) SHEET S1.0 SHOWS THE WIND DESIGN CRITERIA AND THE |
| | COMPONENTS AND CLADDING, THE EFFECTIVE WIND AREA CHARTS |
| | FOR ROOF ZONES 1,2,3, OVERHANG ZONE 2 AND OVERHANG ZONE |
| | 3 AS WELL AS WALL ZONES 4 & 5 WITH RESPECTIVE |
| | PRESSURES. |
| | |
| | 4A) SHEET S1.0 THE EFFECTIVE WIND AREA (TRIBUTARY AREA) |
| | SHOWS ALL ROOF ZONES TO BE TAKEN AT 1 SQ. FT. ALL |
| | CHARTS IN THE 2017 FBC-B 1609.6.2, 2017 FBC-R TABLE |
| | R301.2(2) AND ASCE 7-10 FIGURE 30.5.1 ALL SHOW THE |
| | LEASE AMOUNT OF EFFECTIVE WIND AREA @ 10SF, NOT 1 SQ. |
| | FT. |
| | OUR POSITIVE PRESSURES FOR ALL ROOF ZONES ARE 17.01 |
| | P.S.F. ALL IN VASD. |
| | OUR NEGATIVE PRESSURES FOR ROOF ZONE 1 -42.6 P.S.F. |
| | OUR NEGATIVE PRESSURES FOR ROOF ZONE 2 -70.2 P.S.F. |
| | OUR NEGATIVE PRESSURES FOR ROOF ZONE 3 -105.3 P.S.F. / |
| | NO 3 FOOT HIGH PARAPET. |
| | WALL ZONE 4 THE NEGATIVE WALL PRESSURES ARE: 10 SF |
| | -45.8/ 20 SF -43.9, 50S.F. -41.4 & 100 SF. -39.5 P.S.F. |
| | WALL ZONE 5 THE NEGATIVE WALL PRESSURES ARE: 10SF -56.6 |
| | P.S.F., 20SF -52.8, 50 S.F. -47.7 & 100 S. F. -43.9 |
| | P.S.F. |
| | |
| | 4B) 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, MULLIONS & ROOF HATCHES. |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, SUN SHADES |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT |
| | CONCRETE INSULATION, ROOF TOP VENTILATORS |
| | (E) SHUTTERS |
| | (F) SKYLIGHTS |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 4C) 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.. |
| | |
| | 4D) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING |
| | DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE |
| | DELEGATED ENGINEER SHALL FORWARD THE DELEGATED |
| | ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR |
| | REVIEW. |
| | |
| | 4E) 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. |
| | |
| | 4F) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON 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, TYPE OF GLAZING, |
| | MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED |
| | INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE |
| | PRESSURES FOR EACH OPENING SIZE. 2017 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. |
| | |
| | 4G) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY |
| | ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES |
| | FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL |
| | LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF |
| | ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR |
| | BOTH INSULATION & THE BASE SHEET AS CALCULATED IN |
| | COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117. |
| | CALCULATION PREPARED, SIGNED AND SEALED BY A FLORIDA |
| | REGISTERED PROFESSIONAL ENGINEER OR REGISTERED |
| | ARCHITECT. 1609.6.4.4.1 COMPONENTS & CLADDING. |
| | |
| | 5) SHEET M4.1 AND DETAIL RTU TIE-DOWN DETAIL. THIS |
| | DETAIL INDICATES THE ANCHORING OF THE RTU CURB TO THE |
| | BAR JOIST BUT THE DETAIL DOES NOT INDICATE FOR WHAT |
| | WIND SPEED THESE CONNECTIONS ARE DESIGNED FOR OR THE |
| | TRIBUTARY AREA/ SURFACE AREA OF THE RTU THAT THIS |
| | CONNECTION WAS DESIGNED FOR? |
| | 2017 FBC-M- 301.15 WIND RESISTANCE. |
| | MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE |
| | EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO |
| | RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITH |
| | THE FLORIDA BUILDING CODE, BUILDING. |
| | FBC-B-1609.6.4.4.1 COMPONENTS AND CLADDING. WIND |
| | PRESSURE FOR EACH COMPONENT OR CLADDING ELEMENT IS TO |
| | BE DESIGNED FOR WIND PRESSURES COMPONENTS AND |
| | ATTACHMENTS. |
| | LATERAL FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP |
| | EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS, |
| | DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL |
| | AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. |
| | 2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS. |
| | |
| | 5A) THIS SAME DETAIL REFERS TO SEE THE STRUCTURAL PLANS |
| | FOR DETAILS. SHEET S3.0 SHOWS THE ROOFTOP FRAMING. |
| | SHEET S-4.0 SHOWS THE TYPICAL ROOF OPENING SUB FRAMING. |
| | THE DETAIL INDICATES THE WELDS FOR THE L ANGLE 4X4X1/4 |
| | TO BAR JOIST BUT THE WELD TYPE IS MISSING FOR THE L |
| | 3X3X1/4? 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 5B) THE STRUCTURAL SHEETS SHOW STEEL BEAMS, ROOF |
| | FRAMING, BAR JOIST AND METAL DECKING. THE CONTRACTOR IS |
| | REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS & |
| | WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN |
| | ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF |
| | INSPECTION FOR FIELD WIELDING, ON THE JOB-SITE |
| | WIELDING. THIRD PARTY CERTIFICATION WILL BE REQUIRED. |
| | REPORTS SUBMITTED TO BUILDING INSPECTOR AT TIME OF |
| | FRAMING INSPECTION. |
| | 2017 FBC-B 2204.1 WELDING |
| | 1. WELD PROCEDURES SPECIFICATIONS |
| | 2. QUALIFICATIONS OF WELDING PERSONAL |
| | 2017 FBC-B 2204.2 BOLTING. |
| | IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED, |
| | PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD |
| | AT |
| | 561-805-6666. |
| | |
| | 5C) PLEASE NOTE SHEET S3.0 THE HOLE FOR THE ROOF ACCESS |
| | IS JUST FLOATING IN MID-AIR, NO FRAMING MEMBERS OR |
| | SECONDARY FRAMING MEMBERS AROUND THE ROOF ACCESS HOLE. |
| | 107/2/1/2 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 5D) ROOF TOP HATCHES/ ROOF ACCESS/ 2017 FBC-B |
| | 1011.12.2. IN BUILDINGS THAT DO NOT HAVE AN OCCUPIED |
| | ROOF SHALL BE PERMITTED TO BE A ROOF HATCH OR TRAP DOOR |
| | NOT LESS THAN 16 SQUARE FEET IN AREA AND HAVING A |
| | MINIMUM DIMENSION OF 2 FEET. |
| | |
| | 6) SHEET A5,1 DETAIL # 6 SHOWS A THROUGH THE WALL |
| | OVERFLOW SCUPPER DETAIL. THERE IS NO SIZE GIVEN FOR THE |
| | FINISHED OPENING OF THE OVERFLOW SCUPPER. THE SIZING OF |
| | THE SECONDARY OVERFLOW SCUPPER SHALL BE SIZED ACCORDING |
| | WITH THE FLORIDA PLUMBING CODE CHAPTER 11. |
| | |
| | 7) SHEET A2.5 ENLARGED RESTROOM PLAN. |
| | 7A) THE ENTRANCE BATHROOM SHOWS EPOXY PANEL WALLS. |
| | PLEASE PROVIDE THE MANUFACTURERS SPECIFICATION FOR THIS |
| | PRODUCT. 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. |
| | |
| | 2509.1. WET AREAS. SHOWERS AND PUBLIC TOILET WALLS |
| | SHALL COMPLY WITH 1210.2. |
| | |
| | 1210.2. FINISH MATERIALS. WALLS, BASE, FLOORS AND |
| | PARTITIONS IN TOILET AND BATHROOMS SHALL COMPLY WITH |
| | SECTIONS 1210.1 THROUGH 1210.4. |
| | |
| | 7B) SHEET A2.5 DETAIL# 2 HCD RESTROOM FLOOR PLAN SHOWS |
| | THE 30X48 CLEAR FLOOR SPACE FOR THE LAV BUT THE |
| | REQUIRED CLEAR FLOOR SPACE FOR THE WATER CLOSET IS NOT |
| | EVIDENT. |
| | CLEARANCES AT WATER CLOSETS. ACCESS. CODE 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. BACK WALL DIMENSION IS NOT GIVEN NOR THE |
| | DISTANCE OF THE LAV OFF THE SIDE WALL OR THE WATER |
| | CLOSET OF THE SIDE WALL. |
| | |
| | 7C) TOILET ROOM DOORS. 2017 FBC-ACCESSIBILITY CODE |
| | FIGURE 604.8.1.6 SHOWS AN OUTSWING DOOR. PLEASE ALSO |
| | REVIEW SECTION 603.2.3. DOORS SHALL NOT SWING INTO THE |
| | CLEAR FLOOR SPACE OR CLEARANCES REQUIRED FOR ANY |
| | FIXTURE. DOORS SHALL BE PERMITTED TO SWING INTO THE |
| | REQUIRED TURNING SPACE. PLEASE SEE EXCEPTION 2. WHERE |
| | TOILET ROOMS ARE FOR INDIVIDUAL USE AND A CLEAR FLOORS |
| | SPACE COMPLYING WITH 305.3 IS PROVIDED WITHIN THE ROOM |
| | BEYOND THE ARC OF THE DOOR SWING. WHAT IS MISSING IS |
| | THE REQUIRED 30X48 INCH CLEAR FLOOR SPACE BEYOND THE |
| | ARC OF THE DOOR. USUALLY AT A 45% ANGLE TO THE DOOR |
| | ENTRANCE. |
| | |
| | 7D) PLEASE NOTE NONE OF THE RESTROOM DETAILS PROVIDE |
| | DIMENSIONS FOR THE GRAB BARS. 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. |
| | |
| | 2017 FBC-ACCESSIBILITY CODE SECTION 604.5.1 THE SIDE |
| | WALL GRAB BAR SHALL BE 42 INCHES (1065 MM) LONG |
| | MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM THE |
| | REAR WALL AND EXTENDING 54 INCHES (1370 MM) MINIMUM |
| | FROM THE REAR WALL. |
| | |
| | 2017 FBC-ACCESSIBILITY CODE SECTION 604.5.2 REAR WALL. |
| | THE REAR WALL GRAB BAR SHALL BE 36 INCHES (915 MM) LONG |
| | MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER |
| | CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24 |
| | INCHES (610 MM) MINIMUM ON THE OTHER SIDE. |
| | |
| | 7E) 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. |
| | |
| | THE OUTLET OF THE DISPENSER SHALL BE 15 INCHES MINIMUM |
| | AND 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR AND SHALL |
| | NOT BE LOCATED BEHIND THE GRAB BARS. |
| | |
| | |
| | |
| | 7F) MISSING DIMENSIONS. 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. |
| | |
| | 7G) ENTRANCE RESTROOM SHOWER ONLY GIVES THE BACK WALL |
| | ELEVATION AND IN THIS DETAIL THE SEAT IS NOT SHOWN, NOR |
| | DOES THE DETAIL NOTE IF THERE IS A CURB OR IS THIS A |
| | WALK IN SHOWER? ALSO MISSING THE CLEAR FLOOR SPACE.2017 |
| | ACCESS. CODE 608.2.1. |
| | |
| | 7H) SHOWER COMPARTMENT SEATS MUST EXTEND TO WITHIN 3 |
| | INCHES OF THE COMPARTMENT ENTRY. ACCESS. CODE 610.3. |
| | |
| | 7I) SHOWER COMPARTMENT GRAB BARS NOT SHOWN, MUST SHOW |
| | COMPLIANCE WITH ACCESS. CODE 608.3.1 AND 609.8 |
| | STRUCTURAL STRENGTH. |
| | |
| | 7J) THERE IS NO DETAIL SHOWING HOW COMPLIANCE WITH THE |
| | ACCESS. CODE SECTION 608.5.1 CONTROLS FOR TRANSFER TYPE |
| | SHOWER. |
| | |
| | 8) SHEET A2-0 SHOWS HIGH-LOW SET OF DRINKING FOUNTAINS |
| | BY THE WEST ENTRY DOOR. SHEET A4-1 SHOWS THE ELEVATION |
| | VIEW OF THE WATER FOUNTAINS IN THE WEST MAIN ENTRANCE |
| | DETAIL. THERE ARE 3 ISSUES: |
| | 8A) THE DETAIL ON SHEET A4-1 WILL NEED TO GIVE THE |
| | SPOUT OUTLET HEIGHT FROM FINISH FLOOR IN COMPLIANCE |
| | WITH THE ACCESS. CODE SECTIONS 602.4 & 602.7. |
| | |
| | 8B) THE BOTTOM OF THE ARM HOLDING THE BOWL IS MISSING |
| | THE CLEAR HEIGHT BENEATH THE ARM AND IN COMPLIANCE WITH |
| | ACCESS. CODE PROTRUDING OBJECTS 307.2 PROTRUSION LIMITS |
| | 307.2. OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES |
| | AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR SHALL NOT |
| | PROTRUDE MORE THAN 4 INCHES HORIZONTALLY INTO THE |
| | CIRCULATION PATH. |
| | |
| | 8C) SHEET A2-0 IS MISSING THE CLEAR FLOOR SPACE |
| | REQUIREMENT. 602.2 CLEAR FLOOR SPACE. A CLEAR FLOOR |
| | SPACE COMPLYING WITH 305, POSITIONED FOR A FORWARD |
| | APPROACH, AND KNEE AND TOE CLEARANCE COMPLYING WITH 306 |
| | SHALL BE PROVIDED. |
| | |
| | 9) SHEET A6-1 THE DOOR SCHEDULE INDICATES THAT DOOR # |
| | 08 IS 2 FEET 10 7/8 INCHES WIDE. PLEASE PROVIDE THE |
| | CLEAR OPENING WIDTH OF THIS DOOR. |
| | 2017 FBC-ACCESSIBILITY CODE 404.2.3. CLEAR WIDTH. DOOR |
| | OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES |
| | MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS |
| | SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE |
| | STOP, WITH THE DOOR OPEN AT 90 DEGREES. |
| | |
| | 2017 FBC-B 1010.1.1. SIZE OF DOORS. CLEAR WIDTH. DOOR |
| | OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES |
| | MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS |
| | SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE |
| | STOP, WITH THE DOOR OPEN AT 90 DEGREES. |
| | |
| | 10) IMPACT FEES - DIGITAL SUBMITTALS: PLANS WILL BE |
| | REVIEWED BY THE PBC IMPACT FEE OFFICE DIGITALLY VIA |
| | PROJECT DOX UPON NOTIFICATION BY THIS OFFICE. |
| | NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST FINAL |
| | FORM. YOU MAY COORDINATE WITH THE IMPACT FEE OFFICE AT |
| | (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL IMPACT |
| | FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME THE |
| | FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM CAN |
| | BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINISTRAT |
| | ION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON |
| | APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO |
| | YOUR PROJECT OR EMAIL IT TO [email protected] . |
| | PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300 |
| | N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL. |
| | |
| | |
| | 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. |
| | |
| | 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] |
| | |
| | |
| | |
