Date |
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2008-12-23 09:09:15 | PROJECT: 2800 GEORGIA AVENUE/GREEN TERRACE APARTMENTS |
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| PROJECT DETAIL: REPAIR/REBUILD BALCONIES |
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| CODE REVIEW: |
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| 2004 FLORIDA RESIDENTIAL BUILDING CODE |
| 2004 FLORIDA EXISTING BUILDING CODE |
| 2004 FLORIDA BUILDING CODE |
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| STATUS: FAILED |
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| PLAN REVIEW COMMENTS: |
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| PERFORMED A PRELIMINARY INSPECTION OF SOME OF THE |
| RE-BUILT BALCONIES. |
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| 1) PLEASE INDICATE THE BUILDING AND UNIT NUMBERS OF THE |
| BALCONIES THAT ARE TO BE REPAIRED/RE-BUILT. |
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| 2) PLEASE SUBMIT WIND, LIVE, AND DEAD LOAD CALCULATIONS |
| FOR THE RE-CONSTRUCTION OF THE APPLICABLE BALCONIES: |
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| 407.3.1 NEW STRUCTURAL FRAME MEMBERS. |
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| NEW STRUCTURAL FRAME MEMBERS USED IN THE REPAIR OF |
| DAMAGED BUILDINGS, INCLUDING ANCHORAGE AND CONNECTIONS, |
| SHALL COMPLY WITH THE FLORIDA BUILDING CODE, BUILDING. |
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| 1603.1 GENERAL. |
| CONSTRUCTION DOCUMENTS SHALL SHOW THE SIZE, SECTION AND |
| RELATIVE LOCATIONS OF STRUCTURAL MEMBERS WITH FLOOR |
| LEVELS, COLUMN CENTERS AND OFFSETS FULLY DIMENSIONED. |
| THE DESIGN LOADS AND OTHER INFORMATION PERTINENT TO THE |
| STRUCTURAL DESIGN REQUIRED BY SECTIONS 1603.1.1 THROUGH |
| 1603.1.8 SHALL BE CLEARLY INDICATED ON THE CONSTRUCTION |
| DOCUMENTS FOR PARTS OF THE BUILDING OR STRUCTURE. |
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| 1603.1.1 FLOOR LIVE LOAD. |
| THE UNIFORMLY DISTRIBUTED, CONCENTRATED AND IMPACT |
| FLOOR LIVE LOAD USED IN THE DESIGN SHALL BE INDICATED |
| FOR FLOOR AREAS. LIVE LOAD REDUCTION OF THE UNIFORMLY |
| DISTRIBUTED FLOOR LIVE LOADS, IF USED IN THE DESIGN, |
| SHALL BE INDICATED. |
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| 1603.1.4 WIND DESIGN DATA. |
| THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE |
| BUILDING: |
| 1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR |
| (KM/HR). |
| 2. WIND IMPORTANCE FACTOR, IW, AND BUILDING |
| CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7 |
| AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7. |
| 3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS |
| UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND |
| DIRECTION SHALL BE INDICATED. |
| 4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF |
| DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT. |
| 5. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES |
| IN TERMS OF PSF (KN/M2) TO BE USED FOR THE SELECTION OF |
| EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT |
| SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN |
| PROFESSIONAL. |
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| 1609.1 APPLICATIONS. |
| BUILDINGS, STRUCTURES AND PARTS THEREOF SHALL BE |
| DESIGNED TO WITHSTAND THE MINIMUM WIND LOADS PRESCRIBED |
| HEREIN. DECREASES IN WIND LOADS SHALL NOT BE MADE FOR |
| THE EFFECT OF SHIELDING BY OTHER STRUCTURES. |
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| 3) PLEASE SUBMIT PRODUCT APPROVALS FOR THE INDICATED |
| SIMPSON HANGERS: |
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| 9B-72.005 SCOPE. |
| (1) PRODUCTS IN THE FOLLOWING CATEGORIES AS DEFINED BY |
| SUBCATEGORIES OF SUBSECTION 9B-72.010(31), F.A.C., |
| SHALL BE AVAILABLE FOR |
| APPROVAL BY THE COMMISSION PURSUANT TO RULE 9B-72.090, |
| F.A.C., FOR USE IN THE STATE: |
| (A) PANEL WALLS; |
| (B) EXTERIOR DOORS; |
| (C) ROOFING PRODUCTS; |
| (D) SKYLIGHTS; |
| (E) WINDOWS; |
| (F) SHUTTERS; AND |
| (G) STRUCTURAL COMPONENTS. |
| (2) THIS RULE APPLIES TO APPROVAL OF PRODUCTS AND |
| SYSTEMS, WHICH COMPRISE THE BUILDING ENVELOPE AND |
| STRUCTURAL FRAME, FOR |
| COMPLIANCE WITH THE STRUCTURAL REQUIREMENTS OF THE |
| FLORIDA BUILDING CODE. |
| SPECIFIC AUTHORITY 553.842(1) FS. LAW IMPLEMENTED |
| 553.842(5) FS. HISTORY?NEW 11-22-06. |
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| 4.) REQUIRE A NOTICE OF COMMENCEMENT AS PER THE |
| FOLLOWING: |
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| FL S S 713.13 NOTICE OF COMMENCEMENT, TO BE FILED WITH |
| THE CLERK OF THE COURT. NOTE: 713.13(2) IF THE WORK |
| DESCRIBED IN THE NOTICE OF COMMENCEMENT IS NOT ACTUALLY |
| COMMENCED 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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| PLAN REVIEW: KEN CONRAD |
| PHONE: 561.805.6666 |
| E-MAIL: KCONRAD @WPB.ORG |
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