| 2007-07-09 16:44:44 | PROJECT: 3705 SOUTH FLAGLER DRIVE |
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| | PROJECT DETAIL: REMOVE AND REPLACE SOFFITS AT 3RD |
| | FLOOR. |
| | |
| | REVIEW: 2004 FLORIDA BUIDING AND EXISTING BUILDING CODE |
| | WITH 2006 REVISIONS. |
| | |
| | STATUS: DENIED |
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| | COMMENTS: |
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| | |
| | 1) REQUIRE A NOTICE OF COMMENCEMENT AS PER THE |
| | FOLLOWING: |
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| | FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED |
| | WITH THE CLERK OF THE COURT.NOTE: 713.13(2) IF THE |
| | WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS NOT |
| | ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE RECORDING |
| | THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6) |
| | THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE |
| | CONSTRUCTION SITE BEFORE THE FIRST INSPECTION. |
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| | 2) SECTION 2504 |
| | VERTICAL AND HORIZONTAL ASSEMBLIES |
| | 2504.1 SCOPE. |
| | THE FOLLOWING REQUIREMENTS SHALL BE MET WHERE |
| | CONSTRUCTION INVOLVES GYPSUM BOARD, LATH AND PLASTER IN |
| | VERTICAL AND HORIZONTAL ASSEMBLIES. |
| | |
| | 2504.1.1 WOOD FRAMING. |
| | WOOD SUPPORTS FOR LATH OR GYPSUM BOARD, AS WELL AS WOOD |
| | STRIPPING OR FURRING, SHALL NOT BE LESS THAN 2 INCHES |
| | (51 MM) NOMINAL THICKNESS IN THE LEAST DIMENSION. |
| | EXCEPTION: THE MINIMUM NOMINAL DIMENSION OF WOOD |
| | FURRING STRIPS INSTALLED OVER SOLID BACKING SHALL NOT |
| | BE LESS THAN 1 INCH BY 2 INCHES (25 MM BY 51 MM). |
| | |
| | 2504.1.2 STUDLESS PARTITIONS. |
| | THE MINIMUM THICKNESS OF VERTICALLY ERECTED STUDLESS |
| | SOLID PLASTER PARTITIONS OF 3/8-INCH (9.5 MM) AND |
| | ?-INCH (19.1 MM) RIB METAL LATH OR ?-INCH-THICK (12.7 |
| | MM) LONG-LENGTH GYPSUM LATH AND GYPSUM BOARD PARTITIONS |
| | SHALL BE 2 INCHES (51 MM). |
| | |
| | 3) ALL MATERIAL TO COMPLY WITH THE FOLLOWING: |
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| | SECTION 2507 |
| | LATHING AND PLASTERING |
| | 2507.1 GENERAL. |
| | LATHING AND PLASTERING MATERIALS AND ACCESSORIES SHALL |
| | BE MARKED BY THE MANUFACTURER?S DESIGNATION TO INDICATE |
| | COMPLIANCE WITH THE APPROPRIATE STANDARDS REFERENCED IN |
| | THIS SECTION AND STORED IN SUCH A MANNER TO PROTECT |
| | THEM FROM THE WEATHER. |
| | 2507.2 STANDARDS. |
| | LATHING AND PLASTERING MATERIALS SHALL CONFORM TO THE |
| | STANDARDS LISTED IN TABLE 2507.2 AND CHAPTER 35 AND, |
| | WHERE REQUIRED FOR FIRE PROTECTION, SHALL ALSO CONFORM |
| | TO THE PROVISIONS OF CHAPTER 7. |
| | TABLE 2507.2 |
| | LATH, PLASTERING MATERIALS AND ACCESSORIES |
| | |
| | MATERIAL STANDARD |
| | ACCESSORIES FOR GYPSUM VENEER BASE ASTM C 1047 |
| | EXTERIOR PLASTER BONDING COMPOUNDS ASTM C 932 GYPSUM |
| | BASE FOR VENEER PLASTERS ASTM C 588 GYPSUM CASTING |
| | AND MOLDING PLASTER ASTM C 59 GYPSUM KEENE?S CEMENT |
| | ASTM C 61 |
| | GYPSUM LATH ASTM C 37 |
| | GYPSUM PLASTER ASTM C 28 |
| | GYPSUM VENEER PLASTER ASTM C 587 |
| | INTERIOR BONDING COMPOUNDS, GYPSUM ASTM C 631 LIME |
| | PLASTERS ASTM C 5; C 206 |
| | MASONRY CEMENT ASTM C 91 |
| | METAL LATH ASTM C 847 |
| | PLASTER AGGREGATES |
| | SAND |
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| | PERLITE |
| | VERMICULITE |
| | ASTM C 35; |
| | C 897 |
| | ASTM C 35 |
| | ASTM C 35 |
| | PLASTIC CEMENT ASTM C 1328 |
| | BLENDED CEMENT ASTM C 595 |
| | PORTLAND CEMENT ASTM C 150 |
| | STEEL STUDS AND TRACK ASTM C 645; C 955 |
| | STEEL SCREWS ASTM C 1002; C 954 |
| | WELDED WIRE LATH ASTM C 933 |
| | WOVEN WIRE PLASTER BASE ASTM C 1032 |
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| | 4) PLEASE SUBMIT 2 COPIES OF A BUILDING PLOT PLAN |
| | INDICATING WHERE SOFFIT REPAIRS ARE TO BE MADE. |
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| | |
| | 5) SAFEGUARDS DURING CONSTRUCTION MUST BE MAINTAINED AS |
| | FOLLOWS: |
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| | SECTION 1302 |
| | CONSTRUCTION SAFEGUARDS |
| | 1302.1REMODELING AND ADDITIONS. |
| | REQUIRED EXITS, EXISTING STRUCTURAL ELEMENTS, FIRE |
| | PROTECTION DEVICES AND SANITARY SAFEGUARDS SHALL BE |
| | MAINTAINED AT ALL TIMES DURING REMODELING, ALTERATIONS, |
| | REPAIRS OR ADDITIONS TO ANY BUILDING OR STRUCTURE. |
| | EXCEPTIONS: |
| | 1. WHEN SUCH REQUIRED ELEMENTS OR DEVICES ARE BEING |
| | REMODELED, ALTERED OR REPAIRED, ADEQUATE SUBSTITUTE |
| | PROVISIONS SHALL BE MADE. |
| | 2. WHEN THE EXISTING BUILDING IS NOT OCCUPIED. 1302.2 |
| | MANNER OF REMOVAL. |
| | WASTE MATERIALS SHALL BE REMOVED IN A MANNER WHICH |
| | PREVENTS INJURY OR DAMAGE TO PERSONS, ADJOINING |
| | PROPERTIES AND PUBLIC RIGHTS-OF-WAY. |
| | |
| | PLAN REVIEW: KEN CONRAD |
| | PHONE: 561.805.6666 |
| | E-MAIL: [email protected] |
