| Date |
Text |
| 2016-12-22 15:28:41 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16120583 |
| | ADD: 6527 N. JOG RD. |
| | CONT: ONE CALL PROPERTY SERVICES, INC. |
| | TEL: 561-692-6277 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: THURS. DEC. 22/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) SHEET 01 SHOWS THE NEW WALLS OF THE PROPOSED LOCKER |
| | ROOM AS A PARTITION TYPE P1. PLEASE PROVIDE WHERE IN |
| | THE PLANS A P1 PARTITION IS FOUND. SHEET A-03 DETAIL # |
| | 6 SHOWS THE SAME WALL AS A 1 HOUR PARTITION, A UL |
| | LISTING OF U419. UL LISTING U419 IS A 1 HOUR FIRE RATED |
| | NON-BEARING PARTITION. SHEET 03 DETAILS 6 & 7 BOTH SHOW |
| | A PLYWOOD UNDERLAYMENT AND SECONDARY SHEET OF ? INCH |
| | LEVLEROCK FLOOR UNDERLAYMENT. |
| | |
| | 2) THE SHEET A03 DETAIL SHOWS A FLOOR / CEILING |
| | ASSEMBLY LISTED AS UL LISTING L524, PLEASE PROVIDE |
| | WHICH SYSTEM NUMBER THIS SERIES OF COMPONENTS IS? I |
| | DON?T FIND THESE COMPONENTS IN THE UL LISTING BOOK FOR |
| | A 1 HOUR FIRE RATING FLOOR/ CEILING ASSEMBLY. FBC-B |
| | TABLE 707.3.10. |
| | |
| | ? 3) SHEET A04 DETAIL # 6 SHOWS A NEW LADDER USED TO |
| | GAIN ACCESS TO THE EXISTING MECHANICAL PLATFORM AND |
| | EXISTING CATWALK. PLEASE SHOW COMPLIANCE WITH 2014 |
| | FBC-B 1509.6.4 EQUIPMENT AND APPLIANCES ON ELEVATED |
| | STRUCTURES. |
| | PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED |
| | ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN |
| | CRITERIA: |
| | 3.1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR |
| | ROOF EDGE NOT LESS THAN 30 INCHES (762 MM). |
| | 3.2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14 |
| | INCHES (356 MM) ON CENTER. |
| | 3.3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN |
| | 6-INCHES (152 MM) DEEP. |
| | 3.4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM) |
| | BETWEEN RAILS. |
| | 3.5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM) |
| | DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND |
| | (136.1 KG) LOAD. |
| | 3.6. 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). |
| | 3.7. 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. |
| | |
| | 4) SHEET A-02 SHOWS CERAMIC TILE ON THE RESTROOM WALLS |
| | BUT THERE IS NO MENTION OF THE TYPE OF BACKING TO BE |
| | INSTALLED. PLEASE SHOW COMPLIANCE WITH 2014 FBC-B |
| | 2509.2 BASE FOR TILE. GLASS MAT WATER-RESISTANT GYPSUM |
| | BACKING PANELS, DISCRETE NONASBESTOS FIBER-CEMENT |
| | INTERIOR SUBSTRATE SHEETS OR NONASBESTOS FIBER-MAT |
| | REINFORCED CEMENTITIOUS BACKER UNITS IN COMPLIANCE WITH |
| | ASTM C 1178, C 1288 OR C 1325 AND INSTALLED IN |
| | ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE |
| | USED AS A BASE FOR WALL TILE IN TUB AND SHOWER AREAS |
| | AND WALL AND CEILING PANELS IN SHOWER AREAS. |
| | WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED AS A |
| | BASE FOR TILE IN WATER CLOSET COMPARTMENT WALLS WHEN |
| | INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM C 840 AND |
| | MANUFACTURER RECOMMENDATIONS. REGULAR GYPSUM WALLBOARD |
| | IS PERMITTED UNDER TILE OR WALL PANELS IN OTHER WALL |
| | AND CEILING AREAS WHEN INSTALLED IN ACCORDANCE WITH |
| | GA-216 OR ASTM C 840. |
| | |
| | 5) SHEET A2 DETAILS A7, A8 & 08 ALL SHOW THE ACCESSIBLE |
| | WATER CLOSET GRAB BARS ARE SET AT 36 INCHES CENTERLINE |
| | OF THE GRAB BAR. PLEASE NOTE IN THE 2014 |
| | FBC-ACCESSIBILITY CODE 609.4 THE GRAB BARS ARE MEASURED |
| | FROM FINISH FLOOR TO THE TOP OF THE GRASPING SURFACE, |
| | NOT CENTER LINED. |
| | 6) 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 |
| | CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
