| Date |
Text |
| 2011-12-06 16:55:02 | BUILDING PLAN REVIEW |
| | PERMIT:11120073 |
| | ADD: 700 N CONGRESS |
| | CONT: TO BE DETERMINED |
| | CONTACT: JEFF HALVERSON |
| | TEL: (561)644-7416 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | |
| | ARCHITECT: REG RICK GONZALEZ |
| | TEL: 659-2383 |
| | STRUCTURAL ENGINEER: ANDREW MORGAN P. E. |
| | TEL: 881-8999 |
| | |
| | 1ST REVIEW PLANS DATED 11/09/11 |
| | |
| | ACTION: DENIED |
| | |
| | 1) 106.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS: |
| | 1A)106.3.5.(1) ENERGY CALCULATIONS- MECHANICAL |
| | |
| | 1B) 106.3.5(8) STRUCTURAL REQUIREMENTS SHALL INCLUDE, |
| | SOIL CONDITIONS/ANALYSIS |
| | |
| | 1C) 106.3.5(11). INTERIOR REQUIREMENTS SHALL INCLUDE |
| | THE FOLLOWING: |
| | INTERIOR FINISHES (FLAME SPREAD/SMOKE DEVELOPMENT) |
| | LIGHT AND VENTILATION |
| | SANITATION |
| | |
| | 1D) 12. SPECIAL SYSTEMS: LIFTS- DUMBWAITERS |
| | |
| | 1E) SHEET S-01 FOUNDATION NOTE# 1 REQUIRES A FOUNDATION |
| | REPORT. |
| | 1802.2.1 QUESTIONABLE SOIL. WHERE THE CLASSIFICATION, |
| | STRENGTH OR COMPRESSIBILITY OF THE SOIL ARE IN DOUBT OR |
| | WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED |
| | IN THIS CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL |
| | REQUIRE THAT THE NECESSARY INVESTIGATION BE MADE. SUCH |
| | INVESTIGATION SHALL COMPLY WITH THE PROVISIONS OF |
| | SECTIONS 1802.4 THROUGH 1802.6. |
| | |
| | 2) S-02 WIND DESIGN CRITERIA: |
| | 2A) THE STRUCTURAL PLANS S02 INDICATE A DESIGN TO 195 |
| | MPH. THE ASCE 7-05 ONLY GO TO 170 MPH, 3 SECOND |
| | GUST.THE ASCE 7-10 WILL NOT TAKE EFFECT UNTIL MARCH |
| | 15/2012 WHEN THE NEW 2010 FBC GOES INTO EFFECT. PLEASE |
| | ALSO NOTE THE BUILDING CATEGORY IS APPARENTLY A II |
| | SINCE THE IMPORTANCE FACTOR IS ONLY FIGURED TO BE 1.0. |
| | THIS BUILDING IS TO BE CONSIDERED THE EOC FOR THE CITY |
| | . PLEASE REVIEW ASCE 7-05 TABLE 1-1, THE BUILDING |
| | CATEGORY SHOULD BE A BUILDING CATEGORY IV WITH A |
| | IMPORTANCE FACTOR OF 1.15. FIRE, RESCUE, DESIGNATED |
| | EMERGENCY PREPAREDNESS COMMUNICATIONS OPERATIONS |
| | CENTERS THAT ARE TO BE DESIGNED AS ESSENTIAL |
| | FACILITIES. |
| | |
| | 2C) PLEASE ALSO PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | NEW STRUCTURE. |
| | HEIGHT, BUILDING. THE VERTICAL DISTANCE FROM GRADE |
| | PLANE TO THE AVERAGE HEIGHT OF THE HIGHEST ROOF |
| | SURFACE. 502.1. THIS WILL DETERMINE WHICH MULTIPLIERS |
| | TO BE USED IN CONSIDERING PRESSURES. |
| | |
| | 3) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING& FAC |
| | RULE 9B-72, PLEASE PROVIDE 2 COPIES OF PRODUCT TESTING |
| | REPORTS, MISSING REPORTS ARE AS FOLLOWS: |
| | 3A) FIXED GLAZING, STOREFRONT |
| | 3B) OPERABLE GLAZING UNITS |
| | 3C) MULLIONS, HORIZONTAL AND VERTICAL |
| | 3D) GLASS BLOCK |
| | 3E) EXTERIOR GLAZED SWING DOORS |
| | 3F) EXTERIOR INSULATED METAL SWING DOORS |
| | 3G) BI-FOLD APPARATUS BAY DOORS/ WITH TRANSOM |
| | 3H) EXTERIOR ROOF WALL ACCESS DOOR/ FRAME (H) |
| | 3I) DOUBLE ACCESS PANEL ROOF HATCH, INSULATED -182.6. |
| | 3J) WALL LOUVERS |
| | 3K) A/C ROOF TOP A/C STANDS |
| | 3L) ROOF ASSEMBLIES FLAT ROOF INCLUSIVE OF ROOF TOP |
| | INSULATION. |
| | 3M) ROOF ASSEMBLIES SLOPED ROOF, METAL ROOF SYSTEMS |
| | -266.9 ZONE 3 AND -372.5 ROOF OVERHANGS WITHIN ZONE# 3. |
| | 3N) BAHAMA SHUTTERS WITH PRODUCT APPROVAL FOR CLOSED |
| | POSITION AND ENGINEERING ANALYSIS FOR SHUTTERS WHEN |
| | LEFT IN THE OPEN POSITION IN THE CASE OF A HIGH WIND |
| | EVENT. |
| | 3O) ROOFTOP EXHAUST FANS |
| | |
| | 4) PLEASE THE CONTRACTOR DOES HAVE THE OPTION TO SUBMIT |
| | THESE PRODUCT APPROVALS AT A LATER DATE (AFTER PERMIT |
| | ISSUANCE), TO DO SO WILL BE CONSIDERED A REVISION ( FOR |
| | EACH APPROVAL) AND REQUIRE ADDITIONAL FEES AND REVIEWS. |
| | 106.3.5.1.1(8) STRUCTURAL REQUIREMENTS SHALL INCLUDE |
| | BUILDING ENVELOPE. |
| | |
| | 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) PLEASE NOTE, 1609.1.4 PROTECTION OF OPENINGS IN |
| | WIND-BORNE DEBRIS REGIONS, EXTERIOR GLAZING THAT |
| | RECEIVES POSITIVE PRESSURE IN THE LOWER 60 FEET (18.3 |
| | M) IN BUILDINGS SHALL BE ASSUMED TO BE OPENINGS AND THE |
| | BALANCE OF GLAZED OPENINGS IN THE REST OF THE BUILDING |
| | SHALL BE ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT |
| | RECEIVES POSITIVE PRESSURE IS IMPACT RESISTANT OR |
| | PROTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE |
| | REQUIREMENTS OF SSTD 12, ASTM E 1886 AND ASTM E 1996, |
| | OR MIAMI-DADE TAS 201, 202 AND 203 REFERENCED THEREIN |
| | AS FOLLOWS: 1. GLAZED OPENINGS LOCATED WITHIN 30 FEET |
| | (9.1 M) OF GRADE SHALL MEET THE REQUIREMENTS OF THE |
| | LARGE MISSILE TEST. |
| | ASTM E 1996 REQUIREMENTS DO HAVE A MORE RESTRICTIVE |
| | REQUIREMENT FOR LARGE MISSILE IMPACT TESTING |
| | REQUIREMENT FOR ESSENTIAL FACILITIES OF IMPACT SPEED OF |
| | 80 FPS WITH A 9.0 LB 2X4 MISSILE. |
| | |
| | 7)SHEET M-1.03, ALL ROOF TOP EQUIPMENT SHALL PROVIDE |
| | DOCUMENTATION HOW THE EXTERIOR CABINET OR ENVELOPE OF |
| | APPLIANCE MEETS THE WIND LOAD REQUIREMENTS OF 1609. |
| | WIND RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND |
| | SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND |
| | INSTALLED TO RESIST WIND PRESSURES ON THE EQUIPMENT AND |
| | THE SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE |
| | FLORIDA BUILDING CODE, BUILDING. 301.12 FBC MECHANICAL/ |
| | 2007 |
| | |
| | 8) SHEET A-4.01 NOTES FOR THE ROOFING ASSEMBLIES, NOTE |
| | 601 INDICATES ROOF SHEATHING REFER TO STRUCTURALS, |
| | NEITHER SHEET S01 STEEL DECK NOR STEEL JOIST PROVIDE |
| | THE TYPE OF ROOF SHEATHNG TO BE USED ON THE GALVANIZED |
| | DECKING. S31 NOTES FOR ROOF DECKING ALSO FAIL TO |
| | PROVIDE THE TYPE OF ROOF SHEATHING TO BE INSTALLED. |
| | |
| | 9) SHEET A-4.01 NOTE 908 INDICATES THE USE OF A |
| | ALUMINUM ACCESS FLOOR SYSTEM, 24"X24" PANELS, 12 INCH |
| | HIGH PEDESTALS. PLEASE PROVIDE MANUFACTURERS SPEC SHEET |
| | FOR THIS PRODUCT AND ALLOWABLE LIVE LOADS TABLE 1607.1, |
| | COMPUTER ROOMS SHALL BE DESIGNED FOR HEAVIER LOADS |
| | BASED ON THE ANTICIPATED OCCUPANCY. TYPE OF MATERIALS |
| | THIS PRODUCT IS MANUFACTURED 805.1. THE COMMAND CENTER |
| | INDICATES THE USE OFTHIS PRODUCT PLEASE PROVIDE WALL |
| | DETAIL BETWEEN THE COMMAND CENTER AND R-2 ADJACENT |
| | OCCUPANCY. |
| | |
| | 10) SHEET A-4.11 DETAIL#1 & 3A INDICATES THE USE OF |
| | STONE VENEER, PLEASE PROVIDE ATTACHMENT METHODS. |
| | 1405.5 ANCHORED MASONRY VENEER. ANCHORED MASONRY VENEER |
| | SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 1405.5, |
| | 1405.6, 1405.7 AND 1405.8 AND SECTIONS 6.1 AND 6.2 OF |
| | ACI 530/ASCE 5/TMS 402. |
| | |
| | 11) SHEET A-4.11 STONE VENEER MISSING THE CONCRETE |
| | BEARING EDGE. 2114.2 CONCRETE BEARING LEDGE. BRICK, |
| | STONE OR OTHER VENEER SHALL BE SUPPORTED BY A |
| | CONCRETE-BEARING LEDGE AT LEAST EQUAL TO THE TOTAL |
| | THICKNESS OF THE BRICK, STONE OR OTHER VENEER, WHICH IS |
| | POURED INTEGRALLY WITH THE CONCRETE FOUNDATION. NO |
| | SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL |
| | CREATE A HIDDEN COLD JOINT SHALL BE USED WITHOUT |
| | SUPPLEMENTAL TREATMENT IN THE FOUNDATION UNLESS THERE |
| | IS AN APPROVED PHYSICAL BARRIER. AN APPROVED PHYSICAL |
| | BARRIER SHALL ALSO BE INSTALLED FROM BELOW THE WALL |
| | SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED |
| | IN A MORTAR JOINT. IF MASONRY VENEER EXTENDS BELOW |
| | GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED |
| | TO THE CAVITY CREATED BETWEEN THE VENEER AND THE |
| | FOUNDATION, IN LIEU OF A PHYSICAL BARRIER. |
| | |
| | EXCEPTION: VENEER SUPPORTED BY A SHELF, ANGLE OR LINTEL |
| | SECURED TO THE FOUNDATION SIDEWALL IN ACCORDANCE WITH |
| | ACI 530/ASCE 5/TMS 402, PROVIDED AT LEAST A 6-INCH (152 |
| | MM) CLEAR INSPECTION SPACE OF THE FOUNDATION SIDEWALL |
| | EXTERIOR EXIST BETWEEN THE VENEER AND THE TOP OF ANY |
| | SOIL, SOD, MULCH OR OTHER ORGANIC LANDSCAPING |
| | COMPONENT, DECK, APRON, PORCH, WALK OR ANY OTHER WORK |
| | IMMEDIATELY ADJACENT TO OR ADJOINING THE STRUCTURE. |
| | |
| | 12) A-4.11 DETAIL# 2 NOTE 704 INDICATES THE |
| | INSTALLATION OF RIGID INSULATION BOARD; PLEASE NOTE THE |
| | REQUIREMENTS IN 2603.4 THERMAL BARRIERS. EXCEPT AS |
| | PROVIDED FOR IN SECTIONS 2603.4.1 AND 2603.9, FOAM |
| | PLASTIC SHALL BE SEPARATED FROM THE INTERIOR OF A |
| | BUILDING BY AN APPROVED THERMAL BARRIER OF 0.5-INCH |
| | (12.7 MM) GYPSUM WALLBOARD OR EQUIVALENT THERMAL |
| | BARRIER MATERIAL THAT WILL LIMIT THE AVERAGE |
| | TEMPERATURE RISE OF THE UNEXPOSED SURFACE TO NOT MORE |
| | THAN 250??F (120??C) AFTER 15 MINUTES OF FIRE EXPOSURE, |
| | COMPLYING WITH THE STANDARD TIME-TEMPERATURE CURVE OF |
| | ASTM E 119. THE THERMAL BARRIER SHALL BE INSTALLED IN |
| | SUCH A MANNER THAT IT WILL REMAIN IN PLACE FOR 15 |
| | MINUTES BASED ON FM 4880, UL 1040, NFPA 286 OR UL 1715. |
| | COMBUSTIBLE CONCEALED SPACES SHALL COMPLY WITH SECTION |
| | 717. |
| | |
| | NOTE BOTH THE FIRST FLOOR AND SECOND FLOOR INDICATE THE |
| | USE OF SUSPENDED ACOUSTICAL CEILING, PLEASE PROVIDE |
| | RATING AND CLIP SYSTEM FOR RATING THE CEILING TILE. |
| | |
| | PLEASE ALSO BE AWARE OF MECHANICAL 602.2.1.5.1 PLENUM |
| | RETURNS. FOAM PLASTIC INSULATION SHALL BE SEPARATED |
| | FROM THE PLENUM BY A THERMAL BARRIER COMPLYING WITH |
| | SECTION 2603.9 OF THE FBC-BUILDING. |
| | |
| | 13) LS1 THE PLANS INDICATE STORAGE ROOMS 1.18 & 2.03 |
| | BOTH TO BE STORAGE ROOMS THE PLANS DO NOT PROVIDE ANY |
| | WALL TYPE DESIGNATION FOR THE RESISTING OF SMOKE.SEE |
| | SECTION 508.2.2.1 & TABLE 508.2. |
| | |
| | 14) LS1 THE PLANS ALSO INDICATES THE ELEVATOR ENTRY IN |
| | THE LOBBY DIRECTLY ACROSS FROM THE STAIR TOWER 3.51 |
| | WHICH EMPTIES INTO THE LOBBY WHICH IS A CONTINUATION OF |
| | THE STAIRWAY. |
| | FBC-B 1020.1.1 ELEVATORS SHALL NOT OPEN INTO AN EXIT |
| | ENCLOSURE. WHERE INTERIOR EXIT ENCLOSURES ARE EXTENDED |
| | TO THE EXTERIOR OF A BUILDING BY AN EXIT PASSAGEWAY, |
| | THE DOOR ASSEMBLY FROM THE EXIT ENCLOSURE TO THE EXIT |
| | PASSAGEWAY SHALL BE PROTECTED BY A FIRE DOOR ASSEMBLY |
| | CONFORMING TO THE REQUIREMENTS IN SECTION 715.4. FIRE |
| | DOOR ASSEMBLIES IN EXIT ENCLOSURES SHALL COMPLY WITH |
| | SECTION 715.4.4. IF THIS EXIT IS PART OF AN EXIT |
| | PASSAGE WAY NO FURNITURE CAN BE IN THIS AREA. FBC |
| | 1021.1. |
| | |
| | 15) LS 2 ROOM # 3.11, 3.14.3.15 & 3.61ARE SLEEPING |
| | ROOMS BUT NO OCCUPANCY SEPERATION WALLS THE TOTAL |
| | SQUARE FT FOR THESE ROOMS IS 1172 WHICH IS OVER THE 10% |
| | OF 10,213 SQ FT |
| | LISTED ON LS-2. PLEASE SEE FBC-B TABLE 508.3.3. |
| | |
| | 16) LS-2 THE MECHANICAL ROOM # 3.24 IS MISSING A PAIR |
| | OF EXTERIOR DOUBLE DOORS, DO THEY LEED ONTO THE ROOF |
| | DECK? FBC-B 1609. |
| | |
| | 17) SHEET A-1.01, A-1.02 & A1.03 BOTH INDICATE S1 & S2 |
| | WALL TAG TYPES, PLANS FAIL TO INCLUDE A DETAIL SHEET |
| | INDICATING TYPES OF WALL CONSTRUCTION. PLEASE PROVIDE |
| | WALL TYPE TAGS FOR IDENTIFICATION FOR FIRE RATED WALLS, |
| | SMOKE RATED WALLS AND INTERIOR NON RATED WALLS. |
| | PLEASE USE UL, GYPSUM OR OTHER NATIONALLY APPROVED |
| | SYSTEM. 106.3.5.1.1(4), TABLE508.3.3.4 AND 708.1. |
| | |
| | 18) SHEET A6.01 WILL NEED TO BE UPDATED ONCE THE WALL |
| | SCHEDULE IS UPDATED TO SHOW ALL RATED WALLS AND |
| | PENETRATIONS FBC-B TABLE 715.4. |
| | |
| | 19) LS-2 NOR A-1.2 INDICATE THE USAGE OF THE MEZZANINE |
| | THE FORMER PERMIT 10030034 SHEET A-1.02 INDICATED THIS |
| | TO BE A TRAINING AREA. |
| | L.S. 2 MEZZANINE AREA, PLANS INDICATE THIS TO BE A |
| | TRAINING AREA 869/15= 58 OCCUPANTS, |
| | TABLE 1015.1 REQUIRES 2 EXITS. |
| | 20) L. S. 2 MEZZANINE LEVEL DOES NOT SHOW VERTICAL |
| | ACCESSIBILITY REQUIREMENTS 11-4.1.3(5). |
| | 11-1.3 THIS CODE ESTABLISHES STANDARDS FOR |
| | ACCESSIBILITY TO PLACES OF PUBLIC ACCOMMODATION AND |
| | COMMERCIAL FACILITIES BY INDIVIDUALS WITH DISABILITIES. |
| | THIS CODE SHALL ALSO APPLY: TO STATE AND LOCAL |
| | GOVERNMENT FACILITIES PURSUANT TO SECTION 553.503, |
| | FLORIDA STATUTES; |
| | CHAPTER 11 |
| | REQUEST FOR WAIVER FROM ACCESSIBILITY REQUIREMENTS |
| | CHAPTER 553, |
| | PART V, FLORIDA STATUTES AUGUST 1999 |
| | PART C THIS APPLICATION IS AVAILABLE IN ELECTRONIC |
| | FORMAT AT: |
| | HTTP://WWW.DCA.STATE.FL.US/FHCD/FBC/ACCESS_WAIVER/WAIVE |
| | RAP.HTM. |
| | |
| | 21) A-6.01/ A-7.01 & A-4.11 THE MAIN LOBBY IS TO BE |
| | CONSIDERED A 2 STORY ATRIUM, THE GLAZING WITHIN THIS |
| | AREA STORE FRONT FIRST FLOOR AND SECOND FLOOR WILL NEED |
| | TO MEET THE REQUIREMENTS FOR A 1 HOUR RATED WALL. |
| | A-7.01 WINDOW SCHEDULE DOES NOT INDICATE ANY FIRE RATED |
| | WINDOWS. PLEASE ALSO REVIEW EXCEPTION UNDER 404.5 FOR |
| | WATER CURTAIN. NOTE THERE CAN BE NO INTERMEDIATE |
| | HORIZONTAL MULLIONS WITH USE OF WATER CURTAIN. SHEET |
| | A-1.02 DOES HAVE A CUT SECTION THROUGH THE LOBBY DETAIL |
| | 2/A4.11 WHICH IS FOR THE EXTERIOR WALL? |
| | |
| | 22) PLEASE PROVIDE COMPLIANCE WITH: FL S 255.2575 |
| | ENERGY-EFFICIENT & SUSTAINABLE BUILDINGS. PLANS THAT |
| | ARE COMMENCED AFTER JULY1, 2008 SHALL BE CONSTRUCTED TO |
| | MEET THE UNITED STATES GREEN BUILDING COUNCIL (USGBC), |
| | LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN (LEED) |
| | RATING SYSTEM, THE GREEN BUILDING INITIATIVE'S GREEN |
| | GLOBAL RATING SYSTEM, THE FLORIDA GREEN BUILDING |
| | COALITION STANDARDS, OR A NATIONALLY RECOGNIZED, HIGH |
| | PERFORMANCE GREEN BUILDING RATING SYSTEM AS APPROVED BY |
| | THE DEPARTMENT OF MANAGEMENT SERVICES. |
| | |
| | 23) WEST PALM BEACH ADMINISTRATIVE CODE 109.3.7 |
| | BUILDINGS REQUIRING SPECIAL ONSITE INSPECTORS: |
| | 1) TYPE I OR TYPE II CONSTRUCTION |
| | 5) BUILDINGS WITH AREAS GREATER THAN 20,000 SQ FT |
| | |
| | INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & 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. |
| | |
| | |
| | JIM WITMER C. B. O. |
| | COMMERCIAL COMBINATION PLAN REVIEW |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | |
| | PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE |
| | CUSTOMER SERVICE SURVEY AT: |
| | WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES |
| | |
| | CONSTRUCTION SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | |
| | MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF |
| | FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 |
| | |
