Date |
Text |
2016-02-10 06:31:52 | BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 15090106 |
| ADD: 1301 SUMMIT BLVD./ RENOVATIONS TO WHITE ALLIGATOR |
| EXHIBIT. |
| CONT: GAST CONSTRUCTION |
| TEL: ( 321)622-6900 |
| E-MAIL: [email protected] |
| |
| 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION, |
| |
| 2014 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. |
| |
| 2ND REVIEW |
| DATE: WED. FEB. 10/ 2016 |
| ACTION: DENIED |
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| 1-2) COMPLIED |
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| 3) 2ND REQUEST. PLEASE NOTE THE SUBMITTED FLOOD ZONE |
| CERTIFICATES ARE PHOTOCOPIED, NOT ORIGINAL SIGNED AND |
| SEALED DOCUMENTS FROM THE SURVEYOR. NONE OF THE 300 |
| SERIES DRAWINGS INDICATE AT WHAT ELEVATION THE PROPOSED |
| FLOOR ELEVATION ARE TO BE SET, INCLUDING THE UPPER AND |
| LOWER POND LEVELS. THE PONDS SET AT OR BELOW BFE WOULD |
| NEED ENGINEERING OR A HYDROSTATIC RELIEF VALVE. |
| |
| PLEASE PROVIDE A SURVEY WITH THE PROPOSED LOCATION OF |
| STRUCTURES, THE PROPERTY IS LOCATED IN AN A-7 FLOOD |
| ZONE. FLOOD ZONE CERTIFICATES FBC BUILDING 1612 AND |
| CITY OF WPB CODE OF ORDINANCES SECTION 94-546. |
| STRUCTURE IS LOCATED IN AN "A" FLOOD ZONE. A FLOOD |
| ELEVATION CERTIFICATE WILL BE REQUIRED. PLEASE REVIEW |
| CITY ORDINANCE FOR THE CITY REQUIREMENTS REQUIRE AN |
| ADDITIONAL 6 INCHES OF ELEVATION. FINISH FLOOR |
| ELEVATION OF 12 FT. - |
| 6 INCHES OR HIGHER. |
| |
| DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE |
| REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES |
| REQUIRED: |
| (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE |
| PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR |
| HEIGHT. |
| (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND |
| ELEVATION CERTIFICATE IS REQUIRED |
| (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY |
| OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE |
| CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR |
| ATTENDANTS |
| A/C PADS OR OTHER SLABS FOR GENERATORS |
| FEMA FORM OMB NO. 1660-0008 EXPIRES: |
| JULY 31/2015 |
| FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR |
| USE, EFFECTIVE AUGUST 1/ 2013, THROUGH JULY 31/ 2015. |
| FORM. ADDITIONAL INFORMATION ON THE DIFFERENCES, THE |
| NEW FORM, AND INSTRUCTIONS ARE AVAILABLE AT: |
| HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM |
| |
| THE PERMIT APPLICATION INDICATES THE PROPOSED VALUE OF |
| THIS PROJECT IS $200,000.00 DOLLARS IN VALUE. PLEASE |
| PROVIDE COST IN THE PAST FOR THIS STRUCTURE AND THE |
| ESTIMATED VALUE OF THE STRUCTURE AS PRESENTLY |
| CONFIGURED. THE W. P. B. MUNI CODE 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. 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 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. |
| |
| SEC. 94-546. - PROVISIONS FOR FLOOD HAZARD REDUCTION. |
| (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 FLOOD-PROOFED 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. |
| |
| NOTE IF THE EXISTING STRUCTURE IS BELOW THE BASE FLOOD |
| ELEVATION OF 12 FT. 6 INCHES AND SUBSTANTIAL |
| IMPROVEMENTS ARE OVER THE 50% OF THE ASSESSED VALUE OF |
| THE STRUCTURE AND THE OPTION IS TO INSTALL FLOOD VENTS |
| TO ALLOW THE WATERS TO FLOW THROUGH AND RECEDE WHEN THE |
| FLOOD STAGE IS OVER. PLEASE NOTE ANY NEW WORK |
| RESTROOMS, ELECTRICAL EQUIPMENT & A/C CONDENSERS WILL |
| NEED TO BE SET ABOVE THE 12FT. 6 INCH ELEVATION AND |
| FLOOD ELEVATIONS ARE REQUIRED. |
| |
| 4) 2ND REQUEST. THE WHOLE AREA EAST OF I-95 FROM |
| SOUTHERN BLVD. SOUTH TO THE CITY GOLF COURSE IS IN A |
| QUESTIONABLE SOILS ZONE, MUCK AND ORGANICS!!!! THE |
| REMOVAL OF A NOTE ON THE STRUCTURAL PAGES DOES NOT |
| REMOVE THE LOCATION FROM A QUESTIONABLE SOILS ZONE |
| WHERE BEARING VALUES DEPENDS ON THE VALUES FROM THE |
| SOILS TEST. THIS REVIEW CYCLE NO SUCH REPORT HAS BEEN |
| SUBMITTED. 2014 FBC-B 1803.5.2 QUESTIONABLE SOILS. THIS |
| REPORT IS ALSO TO PROVIDE WHAT THE MINIMUM SAFE BEARING |
| CAPACITY OF THE SOILS WILL BE. |
| |
| 5) COMPLIED. |
| |
| 6-7) THE DESIGNER OF RECORD HAS ELECTED TO SUBMIT THE |
| PRODUCT APPROVAL AFTER PERMIT ISSUANCE. |
| 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION, 107.3.4.2 DEFERRED SUBMITTALS. |
| PROVIDE PRODUCT APPROVALS FOR THE FOLLOWING ITEMS. 2014 |
| FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1 |
| COMPONENTS & CLADDING. 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) PANEL WALLS: STOREFRONTS, WALL LOUVERS, |
| (D) ROOFING PRODUCTS AND ASSEMBLIES |
| (F) SKYLIGHT REPAIR OR REPLACEMENT? |
| |
| 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS |
| WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE |
| REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| SHOP DRAWINGS ETC.. |
| |
| 8) NEW COMMENT: SHEET S3.0 INDICATES POOLS BY OTHERS, A |
| SEPARATE PERMIT AND PLANS WILL BE REQUIRED. |
| |
| 9) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL |
| REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE |
| REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION |
| PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO |
| EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| COOPERATION. |
| |
| A THOROUGH REVIEW CANNOT 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] |
| |
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