Date |
Text |
2009-06-15 08:45:46 | BUILDING PLAN REVIEW |
| PERMIT: 06110152 |
| ADD: 821 N. FLAGLER DR. |
| CONT: ANDERSON-MOORE |
| TEL: (561)662-1819 |
| |
| JUNE 15, 2009 |
| FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| * WEST PALM BEACH AMENDMENTS TO THE ADMINISTRATIVE |
| CODE |
| ORIGINAL REVIEW |
| REVISION REVIEW DATED; 10-06-08 |
| |
| ACTION:DENIED |
| |
| 1) SHEET A3.2.1 & A5.2.3 |
| |
| A) REVISION# 4 OF THIS SHEET INDICATES THE CHANGE IN |
| FILL MATERIAL FROM EARTHENED FILL TO A GEO FOAM TO |
| LESSEN THE LATERAL LOAD OR PRESSURES ON THE STAIR |
| WALLS. PLEASE PROVIDE DOCUMENTATION THAT THE FOAM WILL |
| MEET THE REQUIREMENTS OF SUPPORTING 3000 PSF FOUNDATION |
| NOTES SHEET S-5. SHEET A.5.2.3 DETAIL# 1 INDICATES SEE |
| STRUCTURAL DRAWINGS. STRUCTURAL SHEET S-2.1 THE WEST |
| END OF THE SECOND FLOOR SLAB HAS A CUT SECTION DETAIL |
| 3/ S-9. WHEN REVIEWING THIS DETAIL THE PLANS STILL |
| INDICATE EARTHENED FILL NOT A GEO FOAM, THE NOTE ON |
| THIS SHEET INDICATES CONCRETE STAIRS ON GRADE SEE |
| TYPICAL DETAIL. S-6 . S-6 AGAIN INDICATES EARTHENED |
| FILL WITH WIRE MESH W.F 6X6 /W1.4XW1.4 NOT A STRUCTURAL |
| STEEL REINFORCED SLAB. |
| |
| B CHAPTER 26 DEALS WITH FOAM PLASTICS WHEN USED IN |
| CONSTRUCTION OF STRUCTURES AND BUILDINGS. THERE IS NO |
| SECTION THAT INDICATES THE USE OF FOAM AS A FILLER |
| BENEATH SLABS BUT TO USE FOAM FOR THIS APPLICATION IT |
| WILL NEED TO COMPLY WITH 2603.8. SUCH TESTING SHALL BE |
| RELATED TO THE ACTUAL END-USE CONFIGURATION AND BE |
| PERFORMED ON THE FINISHED MANUFACTURED FOAM PLASTIC |
| ASSEMBLY IN THE MAXIMUM THICKNESS INTENDED FOR USE. |
| |
| JUNE 15, 2008 |
| THE SUBMITTAL FOR GEO FOAM HAS NOT MET THE REQUIREMENTS |
| OF 2603.8. THE 2004 NOR THE 2007 FBC DOES NOT RECONIZE |
| THE ASTM D-6817 STANDARD. ALL CUT SHEETS INDICATE THE |
| USE OF GEO FOAM IN GENERAL EARTHWORK APPLICATIONS, |
| LEVEES, DIKES, BIRMS... NOT FOR WWITHIN BUILDINGS. THE |
| GEO FOAM BROSHURE DOES INDICATE THAT IT IS COMBUSTIBLE! |
| SECTION 603.1 DEALS WITH ALLOWED COMBUSTIBLES IN TYPE I |
| OR II BUILDINGS, EXCEPTION 3 DEALS WITH PLASTICS (FOAM) |
| IN ACCORDANCE WITH CHAPTER 26. |
| |
| TO ALLOW FOAM PLASTICS IN BUILDINGS THE FOLOWING MUST |
| BE MET: |
| 2603.3 SURFACE-BURNING CHARACTERISTICS. UNLESS |
| OTHERWISE INDICATED IN THIS SECTION, FOAM PLASTIC |
| INSULATION AND FOAM PLASTIC CORES OF MANUFACTURED |
| ASSEMBLIES SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE |
| THAN 75 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN |
| 450 WHERE TESTED IN THE MAXIMUM THICKNESS INTENDED FOR |
| USE IN ACCORDANCE WITH ASTM E 84. |
| |
| EXCEPTION #4 IS WHEN FOAM PLASTIC IS USED IN |
| INSTALATIONS GREATER THAN 4". FOAM PLASTIC INSULATION |
| GREATER THAN 4 INCHES (102 MM) IN THICKNESS SHALL HAVE |
| A MAXIMUM FLAME SPREAD INDEX OF 75 AND A |
| SMOKE-DEVELOPED INDEX OF 450 WHERE TESTED AT A MINIMUM |
| THICKNESS OF 4 INCHES (102 MM), PROVIDED THE END USE IS |
| APPROVED IN ACCORDANCE WITH SECTION 2603.8 USING THE |
| THICKNESS AND DENSITY INTENDED FOR USE. |
| |
| 2603.8 SPECIAL APPROVAL. |
| FOAM PLASTIC SHALL NOT BE REQUIRED TO COMPLY WITH THE |
| REQUIREMENTS OF SECTIONS 2603.4 THROUGH 2603.7, WHERE |
| SPECIFICALLY APPROVED BASED ON LARGE-SCALE TESTS SUCH |
| AS, BUT NOT LIMITED TO, FM 4880, UL 1040, NFPA 286 OR |
| UL 1715. SUCH TESTING SHALL BE RELATED TO THE ACTUAL |
| END-USE CONFIGURATION AND BE PERFORMED ON THE FINISHED |
| MANUFACTURED FOAM PLASTIC ASSEMBLY IN THE MAXIMUM |
| THICKNESS INTENDED FOR USE. FOAM PLASTICS THAT ARE USED |
| AS INTERIOR FINISH ON THE BASIS OF SPECIAL TESTS SHALL |
| ALSO CONFORM TO THE FLAME SPREAD REQUIREMENTS OF |
| CHAPTER 8. ASSEMBLIES TESTED SHALL INCLUDE SEAMS, |
| JOINTS AND OTHER TYPICAL DETAILS USED IN THE |
| INSTALLATION OF THE ASSEMBLY AND SHALL BE TESTED IN THE |
| MANNER INTENDED FOR USE. |
| |
| PLEASE PROVIDE THE FLAME SPREAD AND SMOKE DEVELOPMENT |
| IN COMPLIANCE WITH 2603.3 OR THE TESTING FOR |
| LARGE-SCALE TEST IN COMPLIANCE WITH 2603.8. |