| Date |
Text |
| 2011-12-20 16:32:13 | BUILDING PLAN REVIEW |
| | PERMIT: 11120106 |
| | ADD: 3601 N AUSTRALIAN AVE. |
| | CONT: TO BE DETERMINED |
| | SUZANNE HALVERSON |
| | TEL: (561)494-1075 |
| | |
| | 2007 FLORIDA BUILDING CODE W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 2007 EXISTING BUILDING CODE LEVEL II 701.3 |
| | COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, |
| | SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS |
| | OF THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) THE SURVEY & PCN ARE FOR 1815 DOCK STREET NOT THE |
| | ADDRESS PROPOSED ON THE PERMIT APPLICATION, PLEASE |
| | CORRECT. |
| | |
| | 2) PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS |
| | PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR |
| | PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE |
| | DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT. |
| | FL ADMIN CODE 61G15-23.002 ENGINEERS |
| | |
| | 3) PLEASE NOTE THIS PROJECT IS LOCATED IN A FLOOD ZONE. |
| | FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF ORDINANCES |
| | SECTION 94-546. STRUCTURE IS LOCATED IN AN "A-9" FLOOD |
| | ZONE FINISH FLOOR ELEVATION SHALL BE 13.5' NGVD OR, |
| | TOGETHER WITH ATTENDANT UTILITY AND SANITARY |
| | FACILITIES, BE FLOODPROOFED SO THAT BELOW SIX INCHES |
| | ABOVE THE FLOOD BASE LEVEL THE STRUCTURE IS WATERTIGHT, |
| | WITH WALLS SUBSTANTIALLY IMPERMEABLE TO THE PASSAGE OF |
| | WATER AND WITH STRUCTURAL COMPONENTS HAVING THE |
| | CAPABILITY OF RESISTING HYDROSTATIC AND HYDRODYNAMIC |
| | LOADS AND EFFECTS OF BUOYANCY. A REGISTERED |
| | PROFESSIONAL ENGINEER OR ARCHITECT SHALL CERTIFY THAT |
| | THE STANDARDS OF THIS SUBSECTION ARE SATISFIED. SUCH |
| | CERTIFICATION SHALL BE PROVIDED TO THE CITY ENGINEER. A |
| | FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED. |
| | |
| | 94-546(B)(2)(2) NONRESIDENTIAL CONSTRUCTION. ALL NEW |
| | CONSTRUCTION OR SUBSTANTIAL IMPROVEMENT OF ANY |
| | COMMERCIAL, INDUSTRIAL OR OTHER NONRESIDENTIAL |
| | STRUCTURE SHALL EITHER HAVE THE LOWEST FLOOR, INCLUDING |
| | BASEMENT, ELEVATED TO THE LEVEL OF SIX INCHES ABOVE THE |
| | BASE FLOOD ELEVATION OR, TOGETHER WITH ATTENDANT |
| | UTILITY AND SANITARY FACILITIES, BE FLOODPROOFED SO |
| | THAT BELOW SIX INCHES ABOVE THE FLOOD BASE LEVEL THE |
| | STRUCTURE IS WATERTIGHT, WITH WALLS SUBSTANTIALLY |
| | IMPERMEABLE TO THE PASSAGE OF WATER AND WITH STRUCTURAL |
| | COMPONENTS HAVING THE CAPABILITY OF RESISTING |
| | HYDROSTATIC AND HYDRODYNAMIC LOADS AND EFFECTS OF |
| | BUOYANCY. A REGISTERED PROFESSIONAL ENGINEER OR |
| | ARCHITECT SHALL CERTIFY THAT THE STANDARDS OF THIS |
| | SUBSECTION ARE SATISFIED. SUCH CERTIFICATION SHALL BE |
| | PROVIDED TO THE CITY ENGINEER |
| | |
| | 94-611 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. THE MARKET VALUE OF THE STRUCTURE SHOULD BE |
| | THE APPRAISED VALUE OF THE STRUCTURE PRIOR TO THE START |
| | OF THE INITIAL REPAIR OR IMPROVEMENT, OR IN THE CASE OF |
| | DAMAGE, THE VALUE OF THE STRUCTURE PRIOR TO THE DAMAGE |
| | OCCURRING. FOR THE |
| | 7) |
| | PURPOSES OF THIS DEFINITION, "SUBSTANTIAL IMPROVEMENT" |
| | IS CONSIDERED TO OCCUR WHEN THE FIRST ALTERATION OF ANY |
| | WALL, CEILING, FLOOR, OR OTHER STRUCTURAL PART OF THE |
| | BUILDING COMMENCES, WHETHER OR NOT THAT ALTERATION |
| | AFFECTS THE EXTERNAL DIMENSIONS OF THE STRUCTURE. THE |
| | TERM "SUBSTANTIAL IMPROVEMENT" DOES NOT, HOWEVER, |
| | INCLUDE ANY IMPROVEMENT OF A STRUCTURE TO COMPLY WITH |
| | EXISTING HEALTH, SANITARY, OR SAFETY CODES WHICH ARE |
| | SOLELY NECESSARY TO ENSURE SAFE LIVING CONDITIONS. |
| | |
| | PLEASE REVIEW SHEET C-1 AND THE FLOOR ELEVATION OF THE |
| | EXISTING LIFT STATION AND THE LISTED REQUIREMENTS FOR |
| | SUBSTANTIAL IMPROVEMENT, INDICATE HOW THE STRUCTURE |
| | WILL COME INTO COMPLIANCE BY EITHER FLOOD PROOFING OR |
| | CHANGING THE FINISH FLOOR ELEVATION. THIS WILL ALSO BE |
| | REQUIRED FOR THE GENERATOR PAD FOUND ON SHEET C-2. |
| | |
| | FEMA FORM OMB NO. 1660-0008 EXPIRES: |
| | MARCH 31, 2012. |
| | FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR |
| | USE, EFFECTIVE MARCH 16, 2009, THROUGH MARCH 31, 2012. |
| | THE NEW EC WILL BE PHASED IN ON A VOLUNTARY BASIS UNTIL |
| | MARCH 31, 2010. ALTHOUGH THE OLD VERSION OF THE FORM IS |
| | NO LONGER AVAILABLE FOR DISTRIBUTION, EXISTING COPIES |
| | MAY BE USED UNTIL MARCH 31, 2010. ELEVATIONS CERTIFIED |
| | ON OR AFTER APRIL 1, 2010, MUST BE SUBMITTED ON THE NEW |
| | FORM. |
| | |
| | ADDITIONAL INFORMATION ON THE DIFFERENCES, THE NEW |
| | FORM, AND INSTRUCTIONS ARE AVAILABLE AT: |
| | HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM |
| | |
| | 4) 1808.2.2 PIER AND PILE FOUNDATIONS SHALL BE DESIGNED |
| | AND INSTALLED ON THE BASIS OF A FOUNDATION |
| | INVESTIGATION AS DEFINED IN SECTION 1802, UNLESS |
| | SUFFICIENT DATA UPON WHICH TO BASE THE DESIGN AND |
| | INSTALLATION IS AVAILABLE. |
| | |
| | THE INVESTIGATION AND REPORT PROVISIONS OF SECTION 1802 |
| | SHALL BE EXPANDED TO INCLUDE, BUT NOT BE LIMITED TO, |
| | THE FOLLOWING: |
| | 4.1. RECOMMENDED PIER OR PILE TYPES AND INSTALLED |
| | CAPACITIES. |
| | 4.2. RECOMMENDED CENTER-TO-CENTER SPACING OF PIERS OR |
| | PILES. |
| | 4.3 DRIVING CRITERIA. |
| | 4.4. INSTALLATION PROCEDURES. |
| | 4.5. FIELD INSPECTION AND REPORTING PROCEDURES (TO |
| | INCLUDE PROCEDURES FOR VERIFICATION OF THE INSTALLED |
| | BEARING CAPACITY WHERE REQUIRED). |
| | 4.6. PIER OR PILE LOAD TEST REQUIREMENTS. |
| | 4.7. DURABILITY OF PIER OR PILE MATERIALS. |
| | 4.8. DESIGNATION OF BEARING STRATUM OR STRATA. |
| | 4.9. REDUCTIONS FOR GROUP ACTION, WHERE NECESSARY. |
| | |
| | 5) 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE |
| | REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND |
| | APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO |
| | SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | |
| | 6)FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 |
| | NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR |
| | CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT |
| | APPROVALS: |
| | (31)(A) EXTERIOR DOORS. |
| | (B) WINDOWS |
| | (C) WALL LOUVERS AND FANS |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | |
| | 7) SHEET S1 PROVIDES THE WIND DESIGN CRITERIA BUT NOT |
| | THE PRESSURES FOR ZONES 1,2,3 (ROOF ZONES) NOR (WALL |
| | ZONES) 4 &5. |
| | |
| | A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
