| Date |
Text |
| 2020-02-10 10:32:21 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20010651 |
| | ADD: 931 VILLAGE BLVD. SUITE: 602 B/C |
| | CONT: JLO BUILDERS INC. |
| | TEL: 321-695-8295 |
| | E-MAIL: [email protected] |
| | |
| | 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. FEB. 10TH/ 2020 |
| | ACTION: DENIED |
| | |
| | 1) THE COVERSHEET CS HAS A LIST OF CODE |
| | CLASSIFICATIONS. MISSING FROM THIS LIST IS THE 2017 |
| | FLORIDA EXISTING BUILDING CODE. THE DESIGNER OF RECORD |
| | HAS NOT INDICATED TO WHICH METHOD THE PLANS WERE |
| | DEVELOPED. PLEASE SHOW COMPLIANCE WITH THE 2017 |
| | FBC-EXISTING BUILDING CODE SECTION 301.1. ALL EXISTING |
| | BUILDINGS SHALL COMPLY WITH ONE OF THE METHODS LISTED |
| | IN SECTIONS 301.1.1 THROUGH 301.1.3AS SELECTED BY THE |
| | APPLICANT. |
| | |
| | 2) SHEET A-1 FLOOR PLAN/ LIFE SAFETY PLAN AND SHEET |
| | A-2: |
| | 2A) THIS SHEET THE SEATING PLAN IS VERY LIGHT, THE |
| | ACCESSIBLE SEATS, RESTROOMS, CERTAIN KITCHEN EQUIPMENT |
| | & THE PRINTED WORDS ON THE PLANS, EXAMPLE OFFICE, ADA |
| | COUNTER AND WAITING AREA, ETC. WILL NOT SHOW UP ON THE |
| | PLANS WHEN SCANNED FOR RECORD RETENTION. |
| | 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1 THE ADMINISTRATIVE CODE SECTION |
| | 107.2.1.3 QUALITY OF BUILDING PLANS. THE BUILDING |
| | OFFICIAL MAY ESTABLISH THROUGH DEPARTMENTAL POLICY, |
| | OTHER STANDARDS FOR PLANS AND SPECIFICATIONS, IN ORDER |
| | TO PROVIDE CONFORMITY TO ITS RECORD RETENTION PROGRAM. |
| | THIS POLICY MAY INCLUDE SUCH THINGS AS MINIMUM |
| | CONTRAST, CLARITY, OR OTHER ITEMS RELATED TO RECORDS |
| | MANAGEMENT. ELECTRONIC MEDIA MUST BE COMPATIBLE WITH |
| | THE ARCHIVE REQUIREMENTS OF FLORIDA STATUTES. |
| | |
| | 2B) SHEET A-1 THE STOREFRONT TO THE FAR LEFT SHOWS A |
| | NEW SINGLE DOOR AND WHAT APPEARS TO BE AN EXISTING |
| | EXTERIOR SECTION OF WALL WHERE AS IN THE DEMO PLAN ONE |
| | EXTERIOR DOOR IS REMOVED THEN THE EXISTING EXTERIOR |
| | SECTION OF WALL. SHOULD THERE BE THE EXISTING DOOR |
| | (SINGLE), A NEW STOREFRONT GLAZED PANEL AND THEN THE |
| | EXISTING EXTERIOR SECTION OF WALL? 107.2.1.2 ADDITIONAL |
| | INFORMATION REQUIRED, THERE SEEMS TO BE A DISCREPANCY |
| | IN THE PLANS. |
| | |
| | 2C) THE SHEET A-1 INDICATES A ADA COUNTER ALSO A WHEEL |
| | CHAIR POSITIONED AT THE BAR. NEITHER AREA OF THE PLANS |
| | SHOW A SECTION OR DETAIL MARKER TO SHOW THESE ELEMENTS |
| | COMPLY WITH ACCESSIBILITY. SHEET A-4 SHOWS A COUNTER |
| | DETAIL BUT THERE IS NO REFERENCE TO WHERE THIS COUNTER |
| | IS ON THE FLOOR PLAN, THE PLAN STATES THE COUNTER IS 18 |
| | FEET 9 INCHES WHERE IS THIS COUNTER LOCATED. |
| | 2017 FBC-ACCESSIBILITY CODE 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. |
| | |
| | 2C))(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. |
| | |
| | 2C)(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. |
| | |
| | 3) SHEET A-5: |
| | 3A) SHEET A-5 SHOWS THE EXISTING AND PROPOSED NEW STORE |
| | FRONT ELEVATIONS. THE PLAN ALSO SHOWS WINDOW ELEVATIONS |
| | LABELED W01 THROUGH W05. ON THE PROPOSED STORE FRONT |
| | ELEVATION THERE IS NO IDENTIFIER AS TO WHERE THE WINDOW |
| | ELEVATION DETAILS ALIGN. IT ALMOST APPEARS CERTAIN |
| | WINDOW SECTIONS DO NOT BELONG IN THE STOREFRONT. |
| | 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. POSSIBLE |
| | DISCREPANCY IN PLANS. |
| | |
| | 3B) SHEET A-5 ALSO LIST THE WALL PRESSURES FOR |
| | COMPONENTS AND CLADDING AS +30/ -39.2 PSF. THE PLAN |
| | DOES NOT PROVIDE THE WIND DESIGN CRITERIA TO STATE WHAT |
| | THESE PRESSURES REPRESENT. |
| | 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. |
| | |
| | 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. |
| | |
| | 6. 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. |
| | |
| | 3C) NOTED, NO ACTION NEEDED. PLANS STATE THE STOREFRONT |
| | SYSTEM IS TO BE UNDER SEPARATE PERMIT. |
| | |
| | 4A) SHEET M-1INDICATES EF1 AND EF-2 AS THE BATHROOM |
| | EXHAUST BUT SHEET M-2 SHOWS EF-1 AND EF-2 AS EXHAUST |
| | FOR THE HOOD. DISCREPANCY IN PLANS. 107.2.1.2. |
| | ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 4B) SHEET M-1 WILL NEED TO SHOW AT WHAT HEIGHT THE EDGE |
| | OF THE ROOF IS TO SEE IF PERMANENT ACCESS IS REQUIRED |
| | FOR THE ROOFTOP MECHANICAL EQUIPMENT. 2017 FBC-M 306.5. |
| | EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED |
| | STRUCTURES. WHERE EQUIPMENT REQUIRING ACCESS OR |
| | APPLIANCES ARE LOCATED ON AN ELEVATED STRUCTURE OR ROOF |
| | OF A BUILDING SUCH AS PERSONNEL WILL HAVE TO CLIMB |
| | HIGHER THAN 16 FEET ABOVE GRADE TO ACCESS SUCH |
| | EQUIPMENT OR APPLIANCES, AN INTERIOR OR EXTERIOR MEANS |
| | OF EGRESS SHALL BE PROVIDED. |
| | |
| | 5) SHEET M-2: |
| | 5A) SHEET M-2 HAS A GENERIC ROOF TOP DETAIL WITH A NOTE |
| | FOR ? INCH STAINLESS STEEL LAG SCREWS THROUGH CURB AND |
| | THROUGH RTU BASE RAIL. PLEASE NOTE AS DETECTED WITH THE |
| | LAG SCREW VERTICALLY THERE WOULD BE NO CONNECTION |
| | BETWEEN THE TOP OF THE CURB AND RTU BASE RAIL. |
| | 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. |
| | |
| | 5B) SHEET M-2 HAS A GENERIC ROOF TOP DETAIL INDICATES |
| | THE USE OF ? INCH STAINLESS STEEL LAG SCREWS. THE |
| | CONNECTION WITH LAG SCREWS WOULD BE USED IF YOU WERE |
| | MAKING A CONNECTION TO WOOD FRAMING MEMBERS. |
| | THE PLANS SHOW A BAR JOIST ROOF FRAMING, STEEL B |
| | DECKING, EITHER LIGHTWEIGHT CONCRETE OR ROOF TOP |
| | INSULATION BUT NO WOOD. THERE MAY BE FIRE TREATED OR |
| | PRESSURE TREATED FRAMING ABOVE THE METAL B DECK TO BOLT |
| | THE BOTTOM FLANGE OF THE EXHAUST FAN TO? ADDITIONAL |
| | INFORMATION REQUIRED. 107.2.1.2. |
| | |
| | 5C) JUST TO THE RIGHT OF THE GENERIC ROOF TOP CURB |
| | DETAIL THE PLANS SHOW A ROOF TOP CURB, A CURB EXTENSION |
| | AND ROOFTOP EXHAUST FAN. THE DETAIL DOES NOT PROVIDE |
| | THE CONNECTION OF THE EXHAUST FAN TO THE CURB EXTENSION |
| | NOR THE CURB EXTENSION TO THE ROOF TOP CURB. 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. |
| | |
| | 6) SHEET M-3: |
| | |
| | 6A) CONFLICT BETWEEN SHEET M1 AND M3. SHEET M1 |
| | INDICATES AN EXPOSURE C WHEREAS SHEET M3 INDICATES AN |
| | EXPOSURE B. THE CITY INTERPRETS THE EXPOSURE AS A C |
| | EXPOSURE. DISCREPANCY IN PLANS. 107. 2.1.2. ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 6B) ON SHEET M-3 THERE ARE 2 DETAILS THE RTU FRAMING |
| | ANGLE DETAIL AND THE RTU MOUNTING DETAILS. WITHIN THE |
| | RTU MOUNTING DETAILS THERE IS A COMMENT STATING, ALL |
| | STRUCTURAL STEEL FABRICATION REQUIRED FOR THE SUPPORT |
| | STRUCTURE SHALL BE INSTALLED STRICTLY IN ACCORDANCE |
| | WITH THE SPECIFICATIONS OF THE SHELL STRUCTURAL |
| | ENGINEER. THERE ARE NO STRUCTURAL SHEETS IN THIS SET OF |
| | PLANS. WHO IS GOING TO TAKE RESPONSIBILITY FOR THE |
| | STRUCTURAL STEEL SUPPORT SYSTEM FOR THE RTU UNITS AND |
| | THE STEEL INFILL BETWEEN THE BAR JOIST? |
| | 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1 OF THE ADMINISTRATIVE CODE SECTION |
| | 107.3.4. DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. |
| | |
| | 6C) SHEET M-3 SHOWS STEEL INFILL FRAMING MEMBERS SHOWS |
| | BOTH BOLTED AND WELDED CONNECTIONS TO THE EXISTING BAR |
| | JOIST ROOF FRAMING MEMBERS. 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. IN ACCORDANCE WITH THE |
| | AMERICAN WELDING SOCIETY. |
| | 2017 FBC-B 2204.1 WELDING |
| | 2017 FBC-B 2204.2 BOLTING. |
| | IF THERE IS ANY QUESTIONS ABOUT THE CODE REQUIREMENTS |
| | FOR THIS SECTION, PLEASE CONTACT THE CHIEF BUILDING |
| | INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU. |
| | |
| | 6D) SHEET M-3 SHOWS DETAIL M ROOF TOP CONDENSING RACK |
| | DETAIL. THE DETAIL SHOWS THE RACK BEING BOLTED DIRECTLY |
| | THROUGH THE BAR JOIST. THE SIZE OF THE STAND IS 28.5X |
| | 42 INCHES, UNLESS THE BAR JOIST ARE EITHER SPACED 28.5 |
| | INCHES APART OR 42 INCHES APART PLEASE SUPPLY THE |
| | ANCHORING CONNECTION TO THE ROOF FRAMING. |
| | 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. |
| | |
| | 6E) COMPONENTS & CLADDING. 2017 FBC-B, 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, CURBS, ROOF |
| | TOP INTAKE & EXHAUST FANS, ROOF TOP VENTILATORS |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 6F) ROOF TOP A/C STANDS. BEFORE SUBMITTING THE PRODUCT |
| | APPROVAL FOR ROOF TOP A/C STANDS PLEASE HAVE THE |
| | PRODUCT APPROVAL REVIEWED BY THE DESIGNER OF RECORD. |
| | PLEASE IDENTIFY THE FOLLOWING REQUIREMENTS CALCULATING |
| | THE AREA (SIDE VIEW) OF THE ROOF TOP COMPRESSORS, |
| | CONFIGURATION ON STAND, THE MEAN ROOF HEIGHT OF THE |
| | STAND AND COMPRESSORS, WEIGHT, CIRCLED THE DESIGN |
| | PARAMETERS IN THE TABLES, ANCHORS AND UPLIFT VERSES |
| | MOMENT FOR THE UNIT TO THE STAND AND THE STAND TO THE |
| | ROOF. THE PRODUCT APPROVAL IS TO BE REVIEWED BY THE |
| | DESIGNER OF RECORD, APPROVED BEFORE SUBMISSION TO THE |
| | BUILDING DEPARTMENT. |
| | |
| | 6G) 2017 FBC-B1509.6 MECHANICAL EQUIPMENT SCREENS. |
| | MECHANICAL EQUIPMENT SCREENS SHALL BE CONSTRUCTED OF |
| | THE MATERIALS SPECIFIED FOR THE EXTERIOR WALLS IN |
| | ACCORDANCE WITH THE TYPE OF CONSTRUCTION OF THE |
| | BUILDING. WHERE THE FIRE SEPARATION DISTANCE IS GREATER |
| | THAN 5 FEET (1524 MM), MECHANICAL EQUIPMENT SCREENS |
| | SHALL NOT BE REQUIRED TO COMPLY WITH THE |
| | FIRE-RESISTANCE RATING REQUIREMENTS. |
| | |
| | 2017 FBC-B 1509.6.1 HEIGHT LIMITATIONS. MECHANICAL |
| | EQUIPMENT SCREENS SHALL NOT EXCEED 18 FEET (5486 MM) IN |
| | HEIGHT ABOVE THE ROOF DECK, AS MEASURED TO THE HIGHEST |
| | POINT ON THE MECHANICAL EQUIPMENT SCREEN. |
| | |
| | |
| | 7) 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. |
| | |
| | JAMES A. WITMER BN, PX, 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] |
| | |
| | |
