| Date |
Text |
| 2020-01-27 14:14:27 | |
| | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19110539 |
| | ADD: 600 NORTHPOINT PARKWAY |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: ???????????????????? |
| | E-MAIL: [email protected] CONTACT: ASHLEE |
| | CALLAHAN |
| | |
| | 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. JAN. 27TH/ 2020 |
| | ACTION: DENIED |
| | |
| | 1) ON THE PERMIT APPLICATION THERE ARE 2 VALUES FOR THE |
| | PROJECT, $750,000 AND $75,000 DOLLARS OF VALUE. THE |
| | APPLICATION UNDER THE HEADING WORK DESCRIPTION STATES: |
| | FA?ADE RENOVATION/ IMPROVEMENTS WITH NEW CLADDING AND |
| | ARCHITECTURAL FEATURES IN LIMITED SELECT AREAS + PORTE |
| | COCHERE REPLACEMENT. PLEASE EXPLAIN WHY THE COST BREAK |
| | OUT? |
| | 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATIVE CODE SECTION 107.2.1.2 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 2) SHEET G100 THE EXISTING SITE DIAGRAM STATES THE NEW |
| | PORTE COCHERE PROVIDED BY THE OWNER, INSTALLED BY |
| | OTHERS. IF THE PORTE COCHERE IS BEING PROVIDED BY THE |
| | OWNER, DOES THE COST OF THE PORTE COCHERE (MATERIALS, |
| | LABOR, ENGINEERING, OVERHEAD & PROFIT FOR THE |
| | CONTRACTOR FIGURED INTO ONE OF THE DOLLAR AMOUNTS |
| | LISTED ABOVE? IT WOULD APPEAR THAT A 2ND PERMIT WILL |
| | NEED TO BE APPLIED FOR AS WELL AS CONTRACTOR FOR THIS |
| | PORTION OF THE JOB? |
| | 108.3* BUILDING PERMIT VALUATION. IF, IN THE OPINION OF |
| | THE BUILDING OFFICIAL, THE CLAIMED VALUATION OF |
| | BUILDING, ALTERATION, STRUCTURE, ELECTRICAL, GAS, |
| | MECHANICAL, OR PLUMBING SYSTEMS APPEARS TO BE UNDER |
| | ESTIMATED ON THE APPLICATION, THE PERMIT SHALL BE |
| | DENIED. FOR PERMITTING PURPOSES, VALUATION OF BUILDINGS |
| | AND SYSTEMS SHALL BE TOTAL REPLACEMENT PURPOSES, |
| | VALUATION OF BUILDINGS AND SYSTEMS SHALL BE THE TOTAL |
| | REPLACEMENT VALUE TO INCLUDE STRUCTURAL, ELECTRICAL, |
| | PLUMBING, MECHANICAL, INTERIOR FINISHES, NORMAL SITE |
| | WORK (EXCAVATION AND BACKFILL FOR BUILDINGS), |
| | ARCHITECTURAL AND DESIGN FEES, MARKETING COST, OVERHEAD |
| | AND PROFIT; EXCLUDING ONLY LAND VALUE. VALUATION |
| | REFERENCES MAY INCLUDE THE LATEST PUBLISHED DATA OF |
| | NATIONAL CONSTRUCTION COST ANALYSIS SERVICES |
| | (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS |
| | FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE |
| | CONGRESS. |
| | |
| | 3) THE SHEET G100 STATES THE NEW PORTE COCHERE PROVIDED |
| | BY THE OWNER, INSTALLED BY OTHERS. IS THE ARCHITECT OF |
| | RECORD TO BE OVER BOTH OF THE STRUCTURAL ENGINEERS? OR |
| | IS THE STRUCTURAL ENGINEER FOR THE BUILDING THE |
| | STRUCTURAL ENGINEER OF RECORD AND THE PORT COCHERE |
| | ENGINEER A DELEGATE ENGINEER TO THE STRUCTURAL |
| | ENGINEER? FLORIDA ADMINISTRATIVE CODE 61G15-31.001. |
| | |
| | 4) THE ISSUE WITH 2 GENERAL CONTRACTORS ON THE SAME |
| | SITE AND ONE SET OF PLANS. PLEASE BREAK OUT THE PLAN |
| | INFORMATION FOR THE PORTE COCHERE INTO A SEPARATE |
| | PERMIT AND PLANS. THERE NEEDS TO BE A DEFINITE |
| | DISTINCTION AS WHAT WORK BELONGS TO WHICH CONTRACTOR. |
| | FOR EXAMPLE ELECTRICAL, ROOFING AND FIRE SPRINKLERS. |
| | 107.2.1.2. ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 5) THE PORTE COCHERE TO BE CONSIDERED PART OF THE 3 |
| | STORY BUILDING WOULD REQUIRE SPRINKLERS, FOR A BUILDING |
| | TYPE 5A, OTHERWISE YOU ARE LOOKING AT 2 SEPARATE |
| | BUILDINGS ON THE SAME LOT AND AN ASSUMED PROPERTY LINE. |
| | YOU NOW HAVE 2 SEPARATE BUILDINGS ON THE SAME LOT. |
| | 503.1.2 BUILDINGS ON SAME LOT. TWO OR MORE BUILDINGS ON |
| | THE SAME LOT SHALL BE REGULATED AS SEPARATE BUILDINGS |
| | OR SHALL BE CONSIDERED AS PORTIONS OF ONE BUILDING |
| | WHERE THE BUILDING HEIGHT, NUMBER OF STORIES OF EACH |
| | BUILDING AND THE AGGREGATE BUILDING AREA OF THE |
| | BUILDINGS ARE WITHIN THE LIMITATIONS SPECIFIED IN |
| | SECTIONS 504 AND 506. THE PROVISIONS OF THIS CODE |
| | APPLICABLE TO THE AGGREGATE BUILDING SHALL BE |
| | APPLICABLE TO EACH BUILDING. |
| | |
| | 6) SHEET G100 THE EXISTING SITE DIAGRAM INDICATES AN |
| | EXISTING PARKING OF 215 SPACES, OF THESE 7 PARKING |
| | SPACES ARE SET UP TO BE ACCESSIBLE PARKING SPACES. NOTE |
| | 5 STATES THE ACCESSIBLE PARKING SPACES ARE TO BE |
| | RE-GRADED AND RE-STRIPED. THE NOTE STATES THE RE-STRIPE |
| | OF THE PARKING SPACES TO MINIMUM DIMENSIONS SHOWN PER |
| | THE 2012 FLORIDA ACCESSIBILITY CODE REQUIREMENTS. |
| | PLEASE REFER TO THE 2017 FBC-ACCESSIBILITY CODE AND |
| | WEST PALM BEACH CITY ACCESSIBLE PARKING STANDARD. AN |
| | ACCESSIBLE PARKING SPACE AND ACCESS AISLE, PLEASE SEE |
| | THE 2017 FBC-ACCESSIBILITY CODE 502.3.3 MARKING. ACCESS |
| | AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN |
| | THEM. THE ACCESS AISLE MUST BE STRIPED DIAGONALLY TO |
| | DESIGNATE IT AS A NO-PARKING ZONE. |
| | ADVISORY 502.3.3 MARKING. THE METHOD AND COLOR OF |
| | MARKING ARE NOT SPECIFIED BY THESE REQUIREMENTS BUT MAY |
| | BE ADDRESSED BY STATE OR LOCAL LAWS OR REGULATIONS. |
| | BECAUSE THESE REQUIREMENTS PERMIT THE VAN ACCESS AISLE |
| | TO BE AS WIDE AS A PARKING SPACE, IT IS IMPORTANT THAT |
| | THE AISLE BE CLEARLY MARKED. FLORIDA LAW, |
| | S.553.5041(5)(C)1., REQUIRES DIAGONAL STRIPING OF |
| | ACCESS AISLES. THE CITY OF W. P. B. MUNI CODE ARTICLE |
| | XV 94-485 PARKING PROVIDES A DOUBLE LINED DIMENSIONED |
| | PARKING STALL DETAIL. |
| | |
| | 7) SHEET G100 THE EXISTING SITE DIAGRAM INDICATES WITH |
| | NOTE NUMBER 9 TO PROVIDE A NEW CURB WITH FLUSH |
| | TRANSITION AND 5 FOOT WIDE SIDEWALK TO THE NEW |
| | ACCESSIBLE PARKING SPACE. WITH THE REGRADING OF THE |
| | OTHER ACCESSIBLE PARKING SPACES WILL THERE POSSIBLY BE |
| | ADDITIONAL WORK TO MAKE THE TRANSITION FROM THE ACCESS |
| | AISLE TO THE SIDEWALK? ARE THE OTHER DROPPED AT THE |
| | ACCESS AISLE AND IN COMPLIANCE WITH 406 CURB RAMPS OF |
| | THE 2017 ACCESSIBILITY CODE, FBC. |
| | |
| | 8) SHEET G100 THE EXISTING SITE DIAGRAM ALSO INDICATES |
| | THE RE-USE OF THE EXISTING GATES TO THE POOL. THERE ARE |
| | ABBREVIATIONS RFID LATCH ASSEMBLY, AND RFID EXIT |
| | DEVICE, THIS ABBREVIATION IS NOT LISTED ON THE |
| | COVERSHEET. 107.2.1.2. ADDITIONAL INFORMATION IS |
| | REQUIRED. PLEASE SHOW COMPLIANCE WITH THE 2017 FBC-B |
| | SECTION 454.1.3.1.9. LATCHING REQUIREMENTS. |
| | |
| | 9) SHEET S001 NOTE 2. WIND LOAD PER ASCE 7 IS LISTED AS |
| | A B EXPOSURE. IN THE ASCE 7-10 26.7.3 EXPOSURE |
| | CATEGORIES. THE EXPOSURE B PREVAILS IN THE UPWIND |
| | DIRECTION FOR A DISTANCE GREATER THAN 2,600 FT. OR 20 |
| | TIMES THE HEIGHT OF THE BUILDING, WHICHEVER IS GREATER. |
| | YOU CAN SHOOT A VECTOR TO THE SOUTHEAST OF THE SITE |
| | DOWN THE I-95 CORRIDOR FOR OVER 3,000 FT. BEFORE ANY |
| | OBJECTS OCCUR. FOR SITES LOCATED IN TRANSITION ZONES |
| | BETWEEN EXPOSURE CATEGORIES, THE CATEGORY RESULTING IN |
| | THE LARGEST WIND FORCE SHALL BE USED. ASCE 7-10 SECTION |
| | 26.7.1 WIND DIRECTION AND SECTORS DOES NOT REQUIRE THE |
| | MORE STRINGENT WIND EXPOSURE FROM ALL SECTORS AS STATED |
| | ON THE PLAN SHEET. |
| | |
| | 10) NEITHER THE ARCHITECTURAL SHEETS NOR THE STRUCTURAL |
| | SHEETS PROVIDE THE PRESSURES FOR COMPONENTS AND |
| | CLADDING. WE WILL NEED PRESSURES IN VASD FOR FLAT ROOFS |
| | AS WELL AS FOR SLOPED ROOFS FOR ROOF ZONES 1,2 & 3 AS |
| | WELL AS WALL ZONES 4 & 5. ASCE 7-10 FIGURE 30.5-1. |
| | |
| | 11) 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, NICHIHA PANELS |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP |
| | VENTILATORS |
| | |
| | 12A) SHEET S201 SHOWS NEW STEEL MEMBERS WITH BOLTED AND |
| | WELDED CONNECTIONS, PLEASE PROVIDE 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. SPEAK WITH THE CHIEF |
| | BUILDING INSPECTOR ABOUT 3RD PARTY CERTIFICATION OF |
| | BOLTED ASSEMBLIES. 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. |
| | |
| | 12B) THE COVERSHEET LIST THE BUILDING TYPE AS |
| | CONSTRUCTION TYPE 5A. WITH ALL OF THE STEEL COLUMNS, |
| | BEAMS THE PLANS DOES NOT INDICATE HOW COMPLIANCE WITH |
| | TABLE 601 OF THE 2017 FBC-BUILDING A 1 HOUR FIRE RATING |
| | WILL BE ACHIEVED. THE SAME 1 HOUR RATING WILL ALSO NEED |
| | TO BE PROVIDED ON THE STRUCTURAL MEMBERS OF THE |
| | PROPOSED PAVILION. |
| | |
| | 13) PLEASE PROVIDE IN A WRITTEN STATEMENT IF THE |
| | PRODUCT APPROVALS ARE TO BE SUBMITTED AFTER PERMIT |
| | ISSUANCE. 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. |
| | |
| | 14) IDENTIFY GLAZING/ MULLIONS. THE SUBMITTED PRODUCT |
| | APPROVALS THE ELEMENTS LISTED BELOW ARE NOT IDENTIFIED. |
| | 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. |
| | |
| | 15) EFIS SYSTEMS: PLEASE PROVIDE THE PRODUCT APPROVAL |
| | FOR THE SYSTEM TO BE INSTALLED. PLEASE ALSO PROVIDE THE |
| | MANUFACTURERS INSTALLATION BROCHURE PROVIDING |
| | COMPLIANCE WITH 2017 FBC-B SECTIONS; |
| | 1408.2 PERFORMANCE CHARACTERISTICS. |
| | 1408.2 PERFORMANCE CHARACTERISTICS. |
| | 1408.3 STRUCTURAL DESIGN. |
| | 1408.4 WEATHER RESISTANCE. |
| | 1408.4.1 EIFS WITH DRAINAGE. |
| | 408.4.1.1 WATER-RESISTIVE BARRIER. |
| | 1408.5 INSTALLATION. |
| | |
| | 16) FOR THE NICHIHA PRODUCT APPROVAL REPORT IDENTIFY, |
| | CIRCLE THE MODEL, NUMBER OR NAME OF THE SYSTEM TO BE |
| | INSTALLED. UNDER THE INSTALLATION INSTRUCTIONS CIRCLE |
| | THE TYPE OF SIDING, FASTENER, SPACING, TYPE OF WALL |
| | FRAMING THE ALLOWABLE DESIGN PRESSURE VASD AND VULT |
| | PRESSURES FOR VULT. THANK YOU. |
| | |
| | 17) THERE IS NO LIFE SAFETY PLAN OF THE RE-CONFIGURED |
| | LOBBY, MISSING THE OCCUPANT LOAD, THE FLOOR PLAN SHOWS |
| | ONLY ONE MEANS OF EGRESS, COMMON PATH OF TRAVEL IS NOT |
| | PROVIDED AND THE WIDTH OF THE ENTRY DOORS. |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. |
| | 107.3.5.1 COMMERCIAL BUILDINGS: |
| | 107.3.5.1.1 BUILDING |
| | OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE: |
| | OCCUPANCY LOAD |
| | GROSS |
| | NET |
| | MEANS OF EGRESS |
| | EXIT ACCESS |
| | EXIT |
| | EXIT DISCHARGE |
| | EMERGENCY LIGHTING AND EXIT SIGNS |
| | |
| | 18) SHEET A-341 THE MAIN ENTRY SHOWS THE S-BAR AND |
| | COMMUNAL TABLE BUT NO DETAILS FOR ACCESSIBILITY. THE |
| | LIFE SAFETY SHEET DOES NOT SHOW COMPLIANCE WITH THE |
| | 2017 FBC-ACCESSIBILITY CODE; |
| | 18A) 226.1 WHERE DINING SURFACES ARE PROVIDED FOR THE |
| | CONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THE |
| | SEATING SPACES AND STANDING SPACES AT THE DINING |
| | SURFACES SHALL COMPLY WITH 902. |
| | |
| | 18B) 226.2 DISPERSION. DINING SURFACES AND WORK |
| | SURFACES REQUIRED TO COMPLY WITH 902 SHALL BE DISPERSED |
| | THROUGHOUT THE SPACE OR FACILITY CONTAINING DINING |
| | SURFACES AND WORK SURFACES. |
| | |
| | 18C) 206.2.5 206.2.5 RESTAURANTS AND CAFETERIAS. IN |
| | RESTAURANTS AND CAFETERIAS, AN ACCESSIBLE ROUTE SHALL |
| | BE PROVIDED TO ALL DINING AREAS, INCLUDING RAISED OR |
| | SUNKEN DINING AREAS, AND OUTDOOR DINING AREAS. |
| | |
| | 18D) 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 ADA SCOPING |
| | PROVISIONS, EMPLOYEE WORK STATIONS. |
| | |
| | 18E)(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. |
| | |
| | 18E)(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. |
| | |
| | 19)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] |
| | |
| | |