| Date |
Text |
| 2010-03-23 07:45:21 | |
| | BUILDING PLAN REVIEW |
| | PERMIT:10030034 |
| | 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 |
| | |
| | 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 INDICATE A DESIGN TO 180 MPH. |
| | THE ASCE 7-05 ONLY GO TO 170 MPH, 3 SECOND GUST. |
| | |
| | 2B) THE OTHER ISSUE IS THE IMPORTANCE FACTOR ON THE |
| | PLANS INDICATE A IMPORTANCE FACTOR OF |
| | (1.0). 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! |
| | |
| | 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. |
| | |
| | 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 AND |
| | REQUIRE ADDITIONAL FEES AND REVIEWS. 106.3.5.1.1(8) |
| | STRUCTURAL REQUIREMENTS SHALL INCLUDE BUILDING |
| | ENVELOPE. |
| | |
| | BUILDING APPROVED WITH EXCEPTION! |
| | THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO |
| | CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO |
| | INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE |
| | ASSESSMENT OF RE-INSPECTION FEE(S). |
| | |
| | |
| | |
| | |
| | |
| | 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 M-7.01. PLEASE PROVIDE ENGINEERING OR PRODUCT |
| | APPROVAL FOR WIND LOADING AND ANCHORING OF THE ROOF TOP |
| | SOLAR PANELS. 106.3.5.1.1(8) STRUCTURAL REQUIREMENTS. |
| | |
| | 9) SHEET A-4.01 NOTE 908 INDICATES THE USE OF A |
| | ALUMINUM ACCESS FLOOR SYSTEM, 24???X24??? PANELS, 12??? |
| | 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. |
| | |
| | 10) A4-.10 DETAILS 1 & 2 BOTH INDICATE STRUCTURAL STEEL |
| | BEAMS WITH FIRE PROOFING MATERIALS, THIS BUILDING IS |
| | CLASSIFIED AS A TYPE II-B UNPROTECTED? 106.1.2 |
| | ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 11) SHEET A-4.11 DETAIL# 5 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. |
| | |
| | 12) 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. |
| | |
| | 13) A-4.11 DETAIL# 5NOTE 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. |
| | |
| | 14) LS1 THE PLANS INDICATE THIS BUILDING TO BE A MIXED |
| | USE OCCUPANCY. THE EOC PRESS CONFERENCE ROOM (A3) IS |
| | MISSING THE 1 HOUR FIRE RATING BETWEEN THE CONFERENCE |
| | ROOM AND BUSINESS OCCUPANCY, TABLE 508.3.3. |
| | |
| | 15) LS1 THE PLANS ALSO INDICATE FOR THE EOC PRESS |
| | CONFERENCE ROOM A SINGLE EXIT. THE ROOM IS 965 SQ FT/ |
| | 15 = 65 OCCUPANTS REQUIRING 2 EXITS TABLE 1015.1. THE |
| | SECOND ISSUE WILL BE THE 2 EXIT ACCESS DOORS WILL NEED |
| | TO BE SEPARATED BY 1/3RD THE DIAGONAL DISTANCE OF THE |
| | ROOM. 1015.2.1 EXCEPTION# 2. |
| | |
| | 16) LS1 & LS2 BOTH INDICATE 1 HOUR FIRE RATED WALLS, |
| | PLANS FAIL TO INCLUDE A DETAIL SHEET INDICATING TYPES |
| | OF WALL CONSTRUCTION. PLEASE PROVIDE WALL TYPE TAGS FOR |
| | IDENTIFICATION. |
| | PLEASE USE UL, GYPSUM OR OTHER NATIONALLY APPROVED |
| | SYSTEM. 106.3.5.1.1(4), TABLE508.3.3.4 AND 708.1. |
| | |
| | 17) L.S. 2 MEZZANINE AREA, PLANS INDICATE THIS TO BE A |
| | TRAINING AREA 869/15= 58 OCCUPANTS, |
| | TABLE 1015.1 REQUIRES 2 EXITS. |
| | 18) 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. |
| | |
| | 19) THE FLOOR PLAN A-1.01 & A-1.02 DOOR IDENTIFICATION |
| | TAGS DOES NOT MATCH UP WITH |
| | A6-.01 DOOR SCHEDULE. IT IS NOT POSSIBLE TO MATCH THE |
| | DOORS FROM THE FLOOR PLAN TO THE DOOR SCHEDULE AT THIS |
| | TIME. PLEASE NOTE ON A-6.01 CORRIDOR DOOR MARKED 102 A |
| | LARGE PANE OF GLASS, NOTE 12 INDICATES WIRE GLASS. |
| | PLEASE REVIEW 715.4.3.2 AND GLAZING IN DOOR |
| | ASSEMBLIES??? 715.4.6.1 SIZE LIMITATIONS, TABLE 715.5.3 |
| | & 715.6.4 SAFETY GLAZING. |
| | |
| | 20) 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. |
| | |
| | 21) LS 2 THE COMMAND CENTER INDICATES AN OCCUPANT LOAD |
| | OF 46, PLEASE PROVIDE HOW THIS LOAD WAS DECIDED. |
| | CONFERENCE ROOM I AND II THE OCCUPANT LOAD WAS FIGURED |
| | AT 15 SQ FT PER PERSON. THE COMMAND CENTER IT APPEARS |
| | TO BE 50 SQ FT PER PERSON. TABLE 1004.1.1 DOES NOT |
| | PROVIDE THIS OPTION. IT APPEARS IF FIGURED AT 15 SQ FT |
| | PER PERSON THIS AREA WOULD REQUIRE |
| | 2 EXITS (TABLE 1015.1), BUT IF FIGURED AS A BUSINESS |
| | OCCUPANCY (CIVIC ADMINISTRATION) THE OCCUPANT LOAD |
| | WOULD BE 24. IF FIGURED AS AN ASSEMBLY A RATED CORRIDOR |
| | WOULD ALSO BE REQUIRED 1017.1 FOR OCCUPANT LOADS |
| | GREATER THAN 30. |
| | |
| | 22) A-1.02 THE RAMP IN THE COMMAND ROOM WILL NEED SOME |
| | TYPE OF EDGE PROTECTION 11-4.8.7. |
| | |
| | 23) RAMPS THAT ARE PART OF A MEANS OF EGRESS SHALL BE |
| | 44??? WIDE 1010.5.1.SEE EXCEPTION. |
| | |
| | |
| | |
| | 24) 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. |
| | |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | STARTING AUGUST 21, 2009, THE CONSTRUCTION SERVICES |
| | DEPARTMENT WILL BE CLOSED ON FRIDAYS UNTIL FURTHER |
| | NOTICE. |
| | |
| | OPENING HOURS MONDAY - THURSDAY WILL REMAIN AT 8:00 AM |
| | - 5:00 PM. |
| | |
| | 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 |
| | |
