| 2019-02-21 10:26:54 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT:19010634 |
| | ADD: 5133 TYLERLAKES BLVD. |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: ?????????? |
| | E-MAIL: [email protected] CONTACT: DAVID SOLANO |
| | |
| | 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: THURS. FEB. 21/ 2019 |
| | ACTION: DENIED |
| | |
| | 1) THE TITLE SHEET 001_T101 LIST THE BUILDING DESIGN |
| | WITH THE 2017 FLORIDA BUILDING CODE- BUILDING AND THE |
| | EXISTING BUILDING CODE BUT DOES NOT LIST THE COMPLIANCE |
| | METHOD USED TO DEVELOP THE PLANS UNDER THE EXISTING |
| | BUILDING CODE. |
| | 2017 FBC-EXISTING BUILDING CODE 301.1. THE ALTERATION |
| | AND CHANGE OF OCCUPANCY OF ALL EXISTING BUILDINGS SHALL |
| | COMPLY WITH ONE OF THE METHODS LISTED IN SECTIONS |
| | 301.1.1 THROUGH 301.1.3 AS SELECTED BY THE APPLICANT. |
| | SECTIONS 301.1.1 THROUGH 301.1.3 SHALL NOT BE APPLIED |
| | IN COMBINATION WITH EACH OTHER. |
| | |
| | 2) PLEASE NOTE THERE ARE TO DISTINCT WORK AREAS IN THIS |
| | BUILDING, A CHANGE IN OCCUPANCY AND ALTERATIONS OR |
| | REMODELING. PLEASE ALSO NOTE THAT WORK AREAS NOT |
| | PREVIOUSLY AIR CONDITIONED ARE CONSIDERED ADDITIONS |
| | UNDER THE ENERGY CODE. SEE THE 2017 FBC-ENERGY CODE |
| | DEFINITIONS: ADDITION. AN EXTENSION OR INCREASE IN THE |
| | CONDITIONED SPACE FLOOR AREA OR HEIGHT OF A BUILDING OR |
| | STRUCTURE. |
| | |
| | 3) SHEET 003_D101 NOTE W07 INDICATES THE REMOVAL OF A |
| | MASONRY WALL AND ON THE INTERIOR SIDE OF THE OFFICE THE |
| | DRYWALL TO CREATE A NEW OPENING. SHEET 016_S1.1 DOES |
| | HAVE A NOTE FOR THE NEW OPENING THAT ON THE ONE SIDE OF |
| | THE NEW OPENING THERE APPEARS TO BE A FILLED CELL AND |
| | THE OTHER SIDE OF THE NEW OPENING A NEW GROUTED SOLID |
| | CELL WITH (1)- #5 VERTICAL. THE NEW OPENING IS TO BE |
| | FROM FINISH FLOOR 0?-0? TO 12 FEET ABOVE FINISH FLOOR. |
| | WHAT THE PLANS ARE NOT CLEAR ON IS AT THE 12 FOOT |
| | ELEVATION IS THERE A EXISTING BEAM OR IS A NEW LINTEL |
| | REQUIRED. THE OTHER ISSUE IS THE PLANS DO NOT INDICATE |
| | IF THE NEW VERTICAL REBAR IS REQUIRED TO BE DOWELLED |
| | INTO THE FLOOR SLAB, AND BEAM ABOVE OR INTO THE LINTEL. |
| | 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 4A) SHEET 005_A101 THE FLOOR PLAN DOES INDICATE WITH |
| | NOTE 0850 NEW STOREFRONT TO BE INSTALLED IN EXISTING |
| | OVERHEAD DOOR OPENING, THIS HAPPENS IN 2 AREAS, ALSO |
| | NOTE 1550 STATES A NEW WINDOW IS TO BE INSTALLED. SHEET |
| | 009_A105 DOES NOTE THAT THESE OPENINGS ARE TO BE |
| | DEFERRED SUBMITTALS. PLEASE SHOW COMPLIANCE WITH: |
| | 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. |
| | |
| | 4B) 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. |
| | |
| | 4C) THE SHEET 005_A101 SHOWS THE NEW WINDOW |
| | INSTALLATION WITH NOTE 1550 BUT WHEN YOU GO TO THE |
| | ELEVATION SHEET THIS SAME WINDOW IS IDENTIFIED WITH |
| | MARKER NUMBER 0852 WHICH STATES EXISTING STOREFRONT |
| | EGRESS DOOR TO REMAIN. DISCREPANCY IN PLANS, PLEASE |
| | CORRECT. 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 5) SHEET 009_A105 STOREFRONT ASSEMBLIES DOES PROVIDE |
| | THE WIND DESIGN CRITERIA AND ASSOCIATED PRESSURES FOR |
| | THE NEW WINDOW INSTALLATIONS. THE WIND CHART INDICATES |
| | THE VULT WIND SPEED AT 143 MPH. THE CODE DOES ALLOW YOU |
| | TO INTERPOLATE BETWEEN WIND SPEED LINES. PLEASE REVIEW |
| | THE W.P.B. AMENDMENTS AND PALM BEACH COUNTY ULTIMATE |
| | DESIGN WIND SPEED MAP WITH WIND SPEED LINES FOR WIND |
| | FOR RISK CATEGORY II BUILDINGS THERE ARE NO 140 VULT |
| | WIND SPEED LINES IN PALM BEACH COUNTY, NOT UNTIL YOU |
| | GET OVER INTO GLADES AND HIGHLANDS DO YOU GET TO VULT |
| | WIND SPEED LINES BETWEEN 140 AND 150 FOR BUILDINGS WITH |
| | A RISK CATEGORY II. ALSO SEE THE 2017 FBC-B FIGURE |
| | 1609.3(1) WIND SPEED FOR RISK CATEGORY II BUILDINGS AND |
| | STRUCTURES. PALM BEACH COUNTY UNINCORPORATED AREAS AND |
| | ALL MUNICIPALITIES ADOPTED LOCALLY PALM BEACH COUNTY |
| | WIND SPEED MAPS. WHEN YOU INTERPOLATE BETWEEN THE WIND |
| | SPEED LINES FOR A BUILDING WITH II RISK CATEGORY THE |
| | VULT WIND SPEED WOULD BE 168.75 MPH. |
| | |
| | 6) THE SECOND ISSUE WITH THE WIND DESIGN CRITERIA IS |
| | CLASSIFYING THE EXPOSURE AS A B EXPOSURE. WHEN VIEWING |
| | THIS LOCATION USING PALM BEACH COUNTY GEO NAV IT |
| | CLEARLY SHOWS TO THE NORTHEAST, EAST, SOUTHEAST IS THE |
| | BALL PARK OPEN GRASS LANDS. THE OTHER AREAS WHERE YOU |
| | HAVE A C EXPOSURE IS ALSO TO THE NORTHWEST. PLEASE |
| | CORRECT THE WIND SPEED AND EXPOSURE, WITH THE HEIGHT |
| | AND EXPOSURE ADJUSTMENT COEFFICIENT TAKEN FROM ASCE |
| | 7-10 THE PRESSURES WILL DEFINITELY BE GREATER FOR THE |
| | WALL ZONE 4. PLEASE ALSO PROVIDE THE WALL ZONE |
| | PRESSURES IN VASD SINCE ALL OF THE PRODUCT APPROVALS |
| | ARE TESTED IN VASD. |
| | |
| | 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: |
| | |
| | 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 7-10 TABLE 30.3.1. |
| | |
| | 6.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 6.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF. |
| | |
| | TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. NEGATIVE PRESSURES ARE TAKEN FROM THE ROOF |
| | LINE. |
| | |
| | 7) SHEET 010_A201 ROOF PLAN PLEASE SEE NOTE 0750 |
| | INDICATES THERE IS AN EXISTING ROOF HATCH, NOT SHOWN ON |
| | THE PLANS. PLEASE PROVIDE THE LOCATION OF THE EXISTING |
| | ROOF HATCH OR COMPLIANCE WITH: |
| | 2017 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. |
| | 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. |
| | |
| | 8A) SHEET 010_A201 ROOF PLAN PLEASE SEE NOTE 0705 |
| | INDICATES THE INSTALLATION OF NEW TAPERED ROOF |
| | INSULATION CRICKETS OVER STEEL DECK. MEMBRANE TO MATCH |
| | EXISTING USING THE MANUFACTURERS STANDARD DETAIL. |
| | PLEASE PROVIDE THE PRODUCT APPROVAL FOR THE ROOFING |
| | REPAIRS, THIS CAN BE A DEFERRED SUBMITTAL UPON REQUEST. |
| | 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)(D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT |
| | CONCRETE INSULATION, ROOF TOP VENTILATORS |
| | |
| | 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 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) SHEET 010_A201 NOTE 1519 INDICATES NEW ROOFTOP |
| | MECHANICAL EQUIPMENT. NOTE INDICATES SEE CURB DETAIL |
| | THIS SHEET. NOTES ON DETAIL INDICATE REFER TO MECH. |
| | DRAWINGS TO SECURE TO THE EXISTING ROOF DECK PER |
| | MANUFACTURERS RECOMMENDATIONS. THE MECHANICAL SHEET |
| | 025_M701 DETAIL 1 INDICATES IN NOTES 18 INCH INSULATED |
| | ROOF CURB REFER TO ARCHITECTURAL DETAIL 2/A2.1. THERE |
| | IS NO SUCH SHEET. THE STRUCTURAL ROOF FRAMING PLAN |
| | THERE IS NO DETAIL OF HOW TO ANCHOR THE ROOF TOP CURB |
| | TO THE ROOF FRAMING MEMBERS NOR THE ROOF TOP UNIT TO |
| | THE CURB. THIS IS ALSO TRUE WHERE THERE ARE NOTES FOR |
| | ROOF TOP CURB ADAPTORS. |
| | |
| | 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. |
| | |
| | 10) PLEASE NOTE NONE OF THE PLANS PROVIDE THE WIND |
| | ANALYSIS FOR ROOF ZONES 1, 2, & 3 AND THE ASSOCIATED |
| | PRESSURES. PLEASE ALSO SUPPLY THE HEIGHT OF THE PARAPET |
| | IN THE DESIGN CRITERIA. SHEETS 010_A201 AND OR |
| | 017_S2.1. |
| | |
| | 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: |
| | |
| | 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. |
| | |
| | 2. RISK CATEGORY. |
| | |
| | 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. |
| | |
| | 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF. |
| | |
| | TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. |
| | |
| | 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| | |
| | ROOFS NO ZONE 3/ PARAPET. ASCE 7-10 FIGURE 30.4-2A. |
| | FOOTNOTE 5. IF A PARAPET IS EQUAL TO OR HIGHER THAN 3 |
| | FEET IS PROVIDED AROUND THE PERIMETER OF THE ROOF WITH |
| | 0<7 DEGREES THE NEGATIVE VALUE OF GCP IN ZONE 3 SHALL |
| | BE EQUAL TO THOSE IN ZONE 2 AND THE POSITIVE VALUES OF |
| | GCP IN ZONES 2 AND 3 SHALL BE EQUAL TO THOSE IN WALL |
| | ZONES 4 AND 5 RESPECTIVELY, SEE FIGURE 30.4-1. |
| | |
| | 11) SHEET 015_S0.1 DOES PROVIDE DETAILS FOR WELDING AT |
| | THE NEW ROOF TOP OPENINGS, AND REQUIRED BRACING OF THE |
| | BAR JOIST AND ADDITIONAL STEEL FRAMING MEMBERS (WELDED) |
| | AS WELL AS DECK OPENING REPAIRS, FRAMING AND DECK |
| | SCREWS. PLEASE SHOW COMPLIANCE WITH WELDED OR BOLTED |
| | CONNECTIONS. |
| | THE CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE |
| | SPECIFICATIONS & WELDER OPERATOR PERFORMANCE |
| | QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED |
| | STANDARDS AT TIME OF INSPECTION. |
| | 2017 FBC-B 2204.1 WELDING |
| | 1. WELD PROCEDURES SPECIFICATIONS |
| | 2) QUALIFICATIONS OF WELDING PERSONAL |
| | 2017 FBC-B 2204.2 BOLTING. |
| | |
| | 12) THE PLANS DO NOT SHOW THESE ACCESSIBLE ELEMENTS: |
| | 12A) 2017 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF |
| | EGRESS SHALL COMPLY WITH SECTION 1003.2.13 OF THE |
| | INTERNATIONAL BUILDING CODE 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. |
| | |
| | 12B) BREAK ROOM SINK, AND COFFEE ROOM SINK. 606 |
| | LAVATORIES AND SINKS. 2017 FBC-ACCESSIBILITY CODE |
| | SECTION 606.3 HEIGHT. LAVATORIES AND SINKS SHALL BE |
| | INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR |
| | COUNTER SURFACE 34 INCHES (865 MM) MAXIMUM ABOVE THE |
| | FINISH FLOOR OR GROUND. |
| | |
| | 12C) BREAK ROOM SEATING. ) 902.1 .DINING SURFACES AND |
| | WORK SURFACES SHALL COMPLY WITH 902.2 AND 902.3. |
| | ADVISORY 902.1 GENERAL. DINING SURFACES INCLUDE, BUT |
| | ARE NOT LIMITED TO, BARS, TABLES, LUNCH COUNTERS, AND |
| | BOOTHS. EXAMPLES OF WORK SURFACES INCLUDE WRITING |
| | SURFACES, STUDY CARRELS, STUDENT LABORATORY STATIONS, |
| | BABY CHANGING AND OTHER TABLES OR FIXTURES FOR PERSONAL |
| | GROOMING, COUPON COUNTERS, AND WHERE COVERED BY THE ABA |
| | SCOPING PROVISIONS, EMPLOYEE WORK STATIONS. |
| | |
| | 12C)(1) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR |
| | FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD |
| | APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE |
| | COMPLYING WITH 306 SHALL BE PROVIDED. |
| | |
| | 12C)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND |
| | WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES |
| | MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. |
| | |
| | 12D) UNKNOWN IF MICROWAVES ARE TO BE INSTALLED AND |
| | WHERE, AT WHAT HEIGHT. |
| | 308 REACH RANGES: |
| | 308.2 FORWARD REACH./ 308.2.1 UNOBSTRUCTED/ 308.2.2 |
| | OBSTRUCTED HIGH REACH. |
| | 308.3 SIDE REACH. / 308.3.1 UNOBSTRUCTED/ 308.3.2 |
| | OBSTRUCTED HIGH REACH. |
| | |
| | 309 OPERABLE PARTS : |
| | 309.3 HEIGHT. OPERABLE PARTS SHALL BE PLACED WITHIN ONE |
| | OR MORE OF THE REACH RANGES SPECIFIED IN 308. |
| | 309.4 OPERATION. OPERABLE PARTS SHALL BE OPERABLE WITH |
| | ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, |
| | PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED |
| | TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS (22.2 N) |
| | MAXIMUM. |
| | |
| | 12E) EITHER THE DESIGNER OF RECORD OR THE CONTRACTOR ON |
| | THEIR LETTERHEAD TO PRODUCE A LETTER WHERE UP TO |
| | $80,000.00 DOLLARS IN A ITEMIZED LIST WHERE THE |
| | ACCESSIBILITY UPGRADES HAVE BEEN SPENT COMPLYING WITH: |
| | 2017 ACCESSIBILITY CODE SECTION: |
| | 202.4.2 ACCESSIBLE FEATURES IN THE EVENT OF |
| | DISPROPORTIONALITY. |
| | |
| | WHEN THE COST OF ALTERATIONS NECESSARY TO MAKE THE PATH |
| | OF TRAVEL TO THE ALTERED AREA FULLY ACCESSIBLE IS |
| | DISPROPORTIONATE TO THE COST OF THE OVERALL ALTERATION, |
| | THE PATH OF TRAVEL SHALL BE MADE ACCESSIBLE TO THE |
| | EXTENT THAT IT CAN BE MADE ACCESSIBLE WITHOUT INCURRING |
| | DISPROPORTIONATE COSTS. IN CHOOSING WHICH ACCESSIBLE |
| | ELEMENTS TO PROVIDE, PRIORITY SHOULD BE GIVEN TO THOSE |
| | ELEMENTS THAT WILL PROVIDE THE GREATEST ACCESS, IN THE |
| | FOLLOWING ORDER: (I) AN ACCESSIBLE ENTRANCE; (II) AN |
| | ACCESSIBLE ROUTE TO THE ALTERED AREA; (III) AT LEAST |
| | ONE ACCESSIBLE RESTROOM FOR EACH SEX OR A SINGLE UNISEX |
| | RESTROOM; (IV) ACCESSIBLE TELEPHONES; (V) ACCESSIBLE |
| | DRINKING FOUNTAINS; AND (VI) WHEN POSSIBLE, ADDITIONAL |
| | ACCESSIBLE ELEMENTS SUCH AS PARKING, STORAGE, AND |
| | ALARMS. |
| | |
| | 13) 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/ADMINIS |
| | TRATION/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. |
| | |
| | 14) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES |
| | AS NECESSARY. 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. |
| | |
| | A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE |
| | THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED |
| | DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE |
| | MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS |
| | AND INFORMATION LACKING UNDER THE PRIOR REVIEW. |
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| | 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] |
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