Date |
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2019-02-26 12:42:06 | 2017 FBC- BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 19011155 |
| ADD: 250 S AUSTRALIAN AVE. 17TH & 18TH FLOORS |
| CONT: TURNER CONSTRUCTION |
| TEL: 786-9000 |
| E-MAIL: [email protected] NUNEZ DARA |
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| 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION |
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| 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. |
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| 1ST REVIEW |
| DATE: TUES. FEB. 26TH/ 2019 |
| ACTION: DENIED |
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| 1) SHEET 003_A102 PARTITION TYPES. WALL TYPE 1/ TYPE R |
| IS INDICATED AS A ONE HOUR FR WALL. IF THIS WALL TYPE |
| IS A ONE HOUR FIRE PARTITION PLEASE PROVIDE COMPLIANCE |
| WITH 2017 FBC-B 708.3 FIRE-RESISTANCE RATING, PLEASE |
| PROVIDE AN ASSEMBLY NUMBER (UL OR GYPSUM ASSOCIATION) |
| SHOWING THE COMPONENTS OF THE WALL, SPACING OF STUDS |
| AND THE HEIGHT LIMITATIONS. |
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| 2) SHEET 003_A102 PARTITION TYPES. WALL TYPES 1 & 2 |
| INDICATE THE BOTTOM PLATE IS TO BE SHOOT INTO THE SLAB |
| USING HILTI PINS, HOW LONG ARE THE PINS AND WHAT TYPE |
| OF FLOOR SLAB DOES THIS BUILDING HAVE, POST TENSION |
| TENDONS? WALL TYPE DETAILS 3 & 4 ALSO INDICATE THE USE |
| OF POWER ACTIVATED PINS ? INCH DIA. X 1 ? INCHES LONG. |
| 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
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| 3) SHEET 003_A102 PARTITION TYPES 3 & 4 BOTH SHOW 6 |
| INCH CONCRETE STEEL TUBES BEING CORED INTO THE FLOOR |
| SLAB. THERE IS AGAIN NO NOTATION AS TO CAUTION OF THE |
| TYPE OF FLOOR SLAB, IF TENDONS COULD BE CUT, THE WIDTH |
| OF THE WHOLE, THE DEPTH OF THE HOLE, NOR HOW THICK THE |
| SLAB REALLY IS. 107.2.1.2 ADDITIONAL INFORMATION IS |
| REQUIRED. |
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| 4) SHEET 003_A102 THE TOP OF THE PARTITIONS THERE IS NO |
| MENTION AS TO HOW TO SECURE THE WALL SYSTEMS WITH |
| EXCEPTION TO WALL TYPE 3 THAT SHOWS WHAT MIGHT BE A |
| LINEAR DIFFUSER BEING ANCHORED IN TO THE FLOOR ABOVE |
| NOTE INDICATES APPROVED METAL INSERT OR ANCHOR, PLEASE |
| PROVIDE THE TYPE OF ANCHOR. |
| 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| CODE, CHAPTER 1, ADMINISTRATION 107.2.1. |
| DRAWINGS & SPECIFICATIONS SHALL CONTAIN INFORMATION, IN |
| THE FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF |
| MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY |
| WITH THE TECHNICAL CODES. SUCH INFORMATION SHALL BE |
| SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE CITED AS |
| A WHOLE OR IN PART, NOR THE TERM "LEGAL" OR ITS |
| EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC |
| INFORMATION". CONSTRUCTION DOCUMENTS SHALL BE |
| SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND |
| EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT |
| WILL CONFORM TO THE PROVISIONS OF THIS CODE AND |
| RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS |
| DETERMINED BY THE BUILDING OFFICIAL. |
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| 5) SHEET 005_A200.1 CONSTRUCTION PLANS. THIS FLOOR PLAN |
| DOES NOT INDICATE WHAT WALLS ARE NEW AND WHAT WALLS |
| REMAINED. THERE ARE VERY FEW MEASUREMENTS TO EVEN |
| REVIEW FOR CODE COMPLIANCE, THE STAIRWAY WALLS, |
| ELEVATOR WALLS ARE NOT EVEN IN THE WALL TYPE LEGEND |
| FOUND ON THIS PAGE. PLEASE NOTE THE DOORS THAT MAKE UP |
| THE ELEVATOR LOBBY ARE ON WALLS BUILT OUT FROM THE 2 |
| HOUR SHAFT ENCLOSURES FOR THE ELEVATORS BUT THERE IS NO |
| MENTION OF THE WALL TYPE, PLEASE NOTE THE ELEVATOR |
| LOBBY WALLS ONLY NEED TO BE A 1 HOUR SEE FBC-B TABLE |
| 716.5 FOR WALL TYPES AND RATINGS AS WELL AS OPENING |
| PROTECTIVES. |
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| 6) SHEET 005_A200.1 CONSTRUCTION PLANS & 006_A200.2. |
| BOTH SHEETS INDICATE A COMMUNICATING STAIR BETWEEN 2 |
| STORIES WITH NO ENCLOSURE, IS THIS A NEW OPENING, DOES |
| THIS STAIR GO FURTHER THAN THE 2 STORIES WHERE WORK IS |
| TO OCCUR? 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| SHOW HOW COMPLIANCE WITH THE 2017 FBC-B SECTION 1019.3. |
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| 7) SHEET 005_A200.1 CONSTRUCTION PLANS & 006_A200.2. |
| PLEASE SHOW ON BOTH FLOOR PLAN COMMON PATH OF TRAVEL |
| AND THE TRAVEL DISTANCES EXCEEDS THE VALUES LISTED IN |
| TABLE 1006.2.1 OR WHERE THE DESIGN OCCUPANT LOAD |
| EXCEEDS THAT FOUND IN TABLE 1006.2.12. |
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| 8) SHEET 005_A200.1 CONSTRUCTION PLANS & 006_A200.2. |
| BOTH SHEETS INDICATE THE USE OF MICROWAVES INSTALLED IN |
| THE UPPER CABINETS, PLEASE SHOW HOW COMPLIANCE WITH THE |
| 2017 FBC-ACCESSIBILITY CODE WILL OCCUR: |
| 8A) 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. |
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| 8B) 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 |
| MAXIMUM. |
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| 9) SHEET 013_A500 THE RESTROOM ELEVATIONS 4 & 5 DO NOT |
| SHOW COMPLIANCE WITH THE 2017 FBC-ACCESSIBILITY CODE |
| SECTIONS: |
| 604.5 GRAB BARS. |
| 9A) 604.5.1 SIDE WALL. THE SIDE WALL GRAB BAR SHALL BE |
| 42 INCHES LONG MINIMUM, LOCATED 12 INCHES MAXIMUM FROM |
| THE REAR WALL AND EXTENDING 54 INCHES MINIMUM FROM THE |
| REAR WALL. |
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| 9B) 604.5.2 REAR WALL. THE REAR WALL GRAB BAR SHALL BE |
| 36 INCHES LONG MINIMUM AND EXTEND FROM THE CENTERLINE |
| OF THE WATER CLOSET 12 INCHES MINIMUM ON ONE SIDE AND |
| 24 INCHES (610 MM) MINIMUM ON THE OTHER SIDE. |
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| 9C) PLEASE ALSO SEE DETAILS 4 & 5 AS TO WHERE YOU |
| MEASURE FOR HEIGHT, TO THE TOP OF THE GRIPPING SURFACE |
| NOT CENTER-LINE. SEE RESTROOM NOTE # 2. |
| 609.4 POSITION OF GRAB BARS. GRAB BARS SHALL BE |
| INSTALLED IN A HORIZONTAL POSITION, 33 INCHES (840 MM) |
| MINIMUM AND 36 INCHES (915 MM) MAXIMUM ABOVE THE FINISH |
| FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. |
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| 10) 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. |
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| 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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