| Date |
Text |
| 2010-12-07 15:58:58 | DENIED BY BUILDING |
| | |
| | 1) THE TITLE BLOCK ON THE PLANS INDICATES THAT THERE |
| | ARE 8 SHEETS OF PLANS AND ONLY 7 SHEETS WERE SUBMITTED. |
| | |
| | 2) THE STRUCTURE IS LOCATED IN AN A5 FLOOD ZONE WITH A |
| | BASE FLOOD ELEVATION OF 7 FEET. THE CITY OF WEST PALM |
| | BEACH FLOOD PLAN MANAGEMENT ORDINANCE REQUIRES ALL NEW |
| | OR SUBSTANTIALLY IMPROVED RESIDENTIAL STRUCTURES TO |
| | HAVE THE LOWEST FLOOR ELEVATED TO SIX INCHES ABOVE THE |
| | BASE FLOOD ELEVATION. 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 FIFTY PER CENT OF THE MARKET VALUE OF |
| | THE STRUCTURE. THE PALM BEACH COUNTY PROPERTY APPRAISER |
| | HAS THE IMPROVEMENT VALUE AS $79,819.00 THERE HAS BEEN |
| | IMPROVEMENTS,ALTERATIONS AND REPAIRS TO THE STRUCTURE |
| | IN THE PAST OF MORE THAN $35,000.00 AND THE PROPOSED |
| | WORK IS VALUED AT $34,000 FOR JUST THE SHELL OF THE |
| | ADDITION. THE TOTAL OF $69,000.00 IS MORE THAN FIFTY |
| | PER CENT OF THE STRUCTURES MARKET VALUE. THEREFORE, THE |
| | ENTIRE STRUCTURE IS REQUIRED TO BE ELEVATED TO 6 INCHES |
| | ABOVE BASE FLOOD ELEVATION. PROVIDE ELEVATION |
| | CERTIFICATE SHOWING COMPLIANCE. IF YOU WOULD LIKE TO |
| | SET UP A MEETING WITH THE BUILDING OFFICIAL TO DISCUSS |
| | YOUR OPTIONS WITH REGARDS TO THE FEMA REQUIREMENTS, |
| | CONTACT DIANE FULCHER AT 561-805-6654. |
| | |
| | 3) THE PLANS WILL BE REQUIRED TO BE REVIEWED BY PALM |
| | BEACH COUNTY TO DETERMINE IF ANY IMPACT FEES ARE DUE. |
| | THIS CAN BE DONE AFTER ALL OF THE OTHER ISSUES HAVE |
| | BEEN ADDRESSED. |
| | |
| | 4) SPECIFY THE SQUARE FOOTAGE OF THE ADDITION ON THE |
| | PLANS. |
| | |
| | 5) THE STRUCTURE IS LOCATED WITHIN 600 FEET OF THE |
| | INTER-COASTAL WATERWAY. FBC R301.2.1.4.3 REQUIRES THE |
| | ROOF SHEATHING UPLIFT AND ROOF TO WALL UPLIFT LOADS TO |
| | BE INCREASED BY 20 PERCENT. SHOW COMPLIANCE. |
| | |
| | 6) THE ENGINEER/DESIGNER OF RECORD WILL BE REQUIRED TO |
| | EVALUATE THE EXISTING FOUNDATION AND DETERMINE THAT IS |
| | ADEQUATE TO SUPPORT THE LOADS FROM THE PROPOSED |
| | ADDITION. |
| | |
| | 7) SHOW COMPLIANCE WITH THE WATER RESISTIVE BARRIER |
| | REQUIREMENTS FOR EXTERIOR WALLS OF FBC R703.2 ON THE |
| | PLANS. |
| | |
| | 8) PROVIDE A DETAIL OF THE FRAMED OPENINGS IN THE |
| | EXTERIOR LOAD BEARING WALLS. INCLUDE THE HEADER SIZES |
| | AND STRAPPING. FBC R602.2.8 |
| | |
| | 9) SHOW ON THE PLANS THAT THE ALUMINUM GUARDRAIL FOR |
| | THE BALCONY COMPLIES WITH FBC R312.2 FOR OPENING |
| | LIMITATIONS AND R301.5 FOR LIVE LOADS. |
| | |
| | 10) SUBMIT CALCULATIONS FOR THE BALCONY LOADING AND THE |
| | UPLIFT OF THE STONE ON SETTING BED THAT IS TO BE |
| | INSTALLED. SPECIFY THE SIZE AND THICKNESS OF THE STONE. |
| | PROVIDE SPECIFICATIONS AND DETAILS OF THIS SYSTEM. FBC |
| | R301.1 |
| | |
| | 11) THE DESIGNER OF RECORD FOR THE PROJECT IS REQUIRED |
| | TO REVIEW AND APPROVE THE PRODUCT APPROVALS IN WRITING |
| | PER FBC 106.3.3. |
| | |
| | 12) THE PRODUCT APPROVAL NOAS FOR THE HARDIPANEL SIDING |
| | DETAIL SHEETS 1-3 ARE MISSING THE INFORMATION ON EACH |
| | SIDE OF THE DRAWING. SUBMIT COMPLETE DRAWINGS. |
| | |
| | 13) THE PRODUCT APPROVAL NOAS FOR THE TAMKO ROOF |
| | COVERING HAS BEEN SUPERSEDED BY NOA # 09-0820.11. |
| | SUBMIT THE CURRENT NOA. SPECIFY WHICH ONE OF THE |
| | APPROVED ASSEMBLIES AND FASTENING OPTION FROM THE NOA |
| | WILL BE USED. SUBMIT 2 COPIES OF ENHANCED FASTENING |
| | CALCULATIONS FOR THE SYSTEM THAT WILL BE USED TO MEET |
| | THE INCREASED UPLIFT REQUIREMENTS PERIMETER AND CORNER |
| | ROOF AREAS. |
| | |
| | 14) PLEASE PROVIDE WRITTEN RESPONSES TO COMMENTS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
