| Date |
Text |
| 2013-07-08 11:16:51 | 2010 FBC |
| | |
| | DENIED BY BUILDING |
| | |
| | 1) THE STRUCTURE IS LOCATED IN AN A5 SPECIAL FLOOD |
| | HAZARD ZONE WITH A BFE OF 7 FEET. THE CUMULATIVE COST |
| | OF WORK DONE TO THIS RESIDENCE BASED ON BUILDING PERMIT |
| | RECORDS IS $194,441.00 WHICH IS MORE THAN 50 % OF THE |
| | VALUE OF THE STRUCTURE LISTED BY THE PROPERTY APPRAISER |
| | AS $103,624.00. THE ENTIRE STRUCTURE IS REQUIRED TO |
| | HAVE THE LOWEST FLOOR ELEVATED TO SIX INCHES ABOVE BFE. |
| | SEE CITY MUNICIPAL CODE SECTION BELOW. |
| | |
| | SEC. 94-611.DEFINITIONS - SUBSTANTIAL IMPROVEMENT MEANS |
| | ANY COMBINATION OF REPAIRS, RECONSTRUCTION, ALTERATION, |
| | OR IMPROVEMENTS TO A STRUCTURE, TAKING PLACE DURING THE |
| | LIFE OF A STRUCTURE, IN WHICH THE CUMULATIVE COST |
| | EQUALS OR EXCEEDS 50 PERCENT OF THE MARKET VALUE OF THE |
| | STRUCTURE. |
| | |
| | SEC. 94-546. - PROVISIONS FOR FLOOD HAZARD REDUCTION. |
| | |
| | (A) AREAS OF SPECIAL FLOOD HAZARD GENERALLY. IN ALL |
| | AREAS OF SPECIAL FLOOD HAZARD, THE FOLLOWING PROVISIONS |
| | ARE REQUIRED: |
| | (1) ALL NEW CONSTRUCTION AND SUBSTANTIAL IMPROVEMENTS |
| | SHALL BE ANCHORED TO PREVENT FLOTATION, COLLAPSE OR |
| | LATERAL MOVEMENT OF THE STRUCTURE, AND SHALL BE |
| | CONSTRUCTED WITH MATERIALS AND UTILITY EQUIPMENT |
| | RESISTANT TO FLOOD DAMAGE BY METHODS AND PRACTICES THAT |
| | MINIMIZE FLOOD DAMAGE. |
| | |
| | (2) ALL NEW AND REPLACEMENT WATER SUPPLY SYSTEMS AND |
| | SANITARY SEWAGE SYSTEMS SHALL BE DESIGNED TO MINIMIZE |
| | OR ELIMINATE INFILTRATION OF FLOOD WATERS INTO THE |
| | SYSTEMS AND DISCHARGES FROM THE SYSTEMS INTO FLOOD |
| | WATERS; ON-SITE WASTE DISPOSAL SYSTEMS SHALL BE LOCATED |
| | TO AVOID IMPAIRMENT TO THEM OR CONTAMINATION FROM THEM |
| | DURING FLOODING. |
| | |
| | (3) ANY ALTERATION, REPAIR, RECONSTRUCTION OR |
| | IMPROVEMENTS TO A STRUCTURE ON WHICH THE START OF |
| | CONSTRUCTION WAS BEGUN AFTER MARCH 1, 1979, SHALL MEET |
| | THE REQUIREMENTS OF NEW CONSTRUCTION AS CONTAINED IN |
| | THIS ARTICLE. |
| | |
| | (B) AREAS OF SPECIAL FLOOD HAZARD WITH BASE FLOOD |
| | ELEVATION PROVIDED. IN ALL AREAS OF SPECIAL FLOOD |
| | HAZARD WHERE BASE FLOOD ELEVATION DATA HAS BEEN |
| | PROVIDED AS SET FORTH IN THIS ARTICLE, THE FOLLOWING |
| | PROVISIONS ARE REQUIRED: |
| | (1) RESIDENTIAL CONSTRUCTION. ALL NEW CONSTRUCTION OR |
| | SUBSTANTIAL IMPROVEMENT OF ANY EXISTING RESIDENTIAL |
| | STRUCTURE SHALL HAVE THE LOWEST FLOOR, INCLUDING |
| | BASEMENT, ELEVATED TO SIX INCHES ABOVE THE BASE FLOOD |
| | ELEVATION. |
| | |
| | 2) SUBMIT TWO COPIES OF THE PRODUCT APPROVALS FOR THE |
| | NEW SLIDING GLASS DOORS AND FRENCH DOORS WITH SIDELITES |
| | AS REQUIRED BY DCA RULE 9N-3. |
| | |
| | 3) THE PRODUCT APPROVALS ARE REQUIRED TO BE REVIEWED |
| | AND APPROVED IN WRITING BY THE DESIGNER OF RECORD FOR |
| | THE PROJECT. CITY AMENDMENTS 107.3.4.1 |
| | |
| | 4) PROVIDE TWO SETS OF MANUFACTURER'S SPECIFICATIONS |
| | AND INSTALLATION REQUIREMENTS FOR THE PROPOSED |
| | ELEVATOR. CITY AMENDMENTS 107.2.1.3 |
| | |
| | 5) SPECIFY WHERE THE ELEVATOR EQUIPMENT WILL BE |
| | LOCATED. CITY AMENDMENTS 107.2.1 |
| | |
| | 6) THE EXISTING FLOOR TRUSSES ARE NOT DESIGNED TO CARRY |
| | THE LOADS THAT WILL BE TRANSFERED TO THEM BY THE NEW |
| | GIRDER TRUSSES THAT WILL BE TRANSFERRING THE LOADS OF |
| | THE TRUSS THAT WILL BE CUT TO ALLOW FOR THE ELEVATOR |
| | OPENING. PLEASE INDICATE HOW THIS WILL BE ADDRESSED. |
| | CITY AMENDMENTS 107.2.1.3 |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
