Date |
Text |
2017-10-23 14:11:42 | BUILDING PLAN REVIEW |
| 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1 |
| ADMINISTRATION |
| |
| CHRISTOPHER S. THROOP, C.B.O. |
| PLANS EXAMINER, PX3169 |
| CONSTRUCTION SERVICES DIVISION |
| TEL: 561-805-6726 |
| FAX: 561-805-6676 |
| |
| 1ST REVIEW |
| RESULTS: DENIED |
| ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| |
| YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED |
| BELOW. |
| DUE TO THE DEFICIENCIES OF THIS PLAN, A COMPLETE AND |
| THOROUGH REVIEW CANNOT BE PERFORMED AT THIS TIME. UPON |
| RE-SUBMITTAL, ADDITIONAL COMMENTS MAY BE MADE. |
| |
| PROVIDE THE FOLLOWING INFORMATION FOR FLOORING |
| SUBMITTALS: |
| |
| 1. FLOOR PLAN WITH DIMENSIONS AND LOCATION OF WORK. |
| *DESIGNER TO PRINT NAME AND SIGN PLAN PER FBC 107 * |
| 2. TOTAL SQUARE FOOTAGE OF NEW FLOORING. |
| 3. TYPE OF PROPOSED FLOORING |
| (TILE/MARBLE/LAMINATE/WOOD/OTHER). |
| 4. STATED VALUE OF WORK. |
| 5. EXISTING SITE CONDITIONS: |
| A) THICKNESS OF SLAB. B) CEILING ASSEMBLY (OPEN |
| CONCRETE/SUSPENDED GYPSUM/ACOUSTICAL) |
| 6. PROPOSED UNDERLAYMENT. |
| 7. TEST REPORTS FOR PROPOSED UNDERLAYMENT BASED ON |
| EXISTING SITE CONDITIONS. |
| 8. TEST REPORTS MAY BE BASED ON THE FOLLOWING ASTM?S, |
| E-84, E-90 & E-492. |
| 9. ALL DOCUMENTS SHALL BE SUBMITTED IN DUPLICATE. |
| |
| FBC 603.1 FLAME SPREAD ? ASTM E-84-09 |
| |
| FBC 1207.2 AIR-BORNE SOUND. ASTM E - 90-04 |
| WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES |
| SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM |
| PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION |
| CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) |
| FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM |
| E 90. |
| |
| FBC 1207.3 STRUCTURE-BORNE SOUND. ASTM E - 492-09 |
| FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR |
| BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA |
| WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION |
| CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD |
| TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492. |
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