Date |
Text |
2021-08-11 09:03:34 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| SERVICES/ BUILDING DIVISION |
| 2020 FBC- BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 21070509 |
| ADD: 2751 S. DIXIE HWY. |
| CONT: RED DOOR CONSTRUCTION LLC |
| TEL: 786-535-1006 |
| E-MAIL: [email protected] |
| |
| 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION |
| |
| 2020 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| BUILDING CODE, BUILDING. |
| |
| 1ST REVIEW |
| DATE: WED. AUGUST 11/2021 |
| ACTION: DENIED |
| |
| 1) SHEET B-101 LEVEL 1- LIFE SAFETY PLAN. THE OCCUPANT |
| LOAD FACTOR FOR THE AREAS PREPARED FOODS, BAKERY FISH, |
| MEAT, DELI PRODUCE PREP KITCHEN AND SCULLERY ARE ALL |
| BEING TAKEN AT 300 AS AN OCCUPANT LOAD FACTOR. IN |
| REVIEWING THE 2020 FBC-B TABLE 1004.5 COMMERCIAL |
| KITCHENS ARE TAKEN AT 200 OCCUPANT LOAD FACTORS. FOR |
| ALL AREAS LISTED ABOVE THE OCCUPANCY SHOULD BE TAKEN AS |
| A F-1 OCCUPANCY SINCE IT IS FOOD PROCESSING |
| ESTABLISHMENT & COMMERCIAL NOT ASSOCIATED WITH A |
| RESTAURANT OR CAFETERIA AND IS OVER 2,500 SQ. FT. THE |
| LISTED AREAS ABOVE TOTAL TO 3,675 SQ. FT. SEE SECTION |
| 306.2 OF THE 2020 FBC-BUILDING. |
| 2) SHEET B-101 LEVEL 1- LIFE SAFETY PLAN. THE LIFE |
| SAFETY PLAN ONLY SHOWS ONE EXIT DOOR 119 WITH EXIT |
| LIGHT AND NO OCCUPANT LOAD GOING THROUGH THE DOOR. WITH |
| THE OCCUPANT LOAD GIVEN 156 THERE WILL BE 2 MEANS OF |
| EGRESS REQUIRED. THE REQUIRED 2 EGRESS DOORS MUST BE |
| 1/3RD THE OVERALL DIAGONAL DISTANCE OF THE TENANT SPACE |
| APART. THE ENTRANCE DOOR 118 IS TO CLOSE TO BE COUNTED |
| AS ONE OF THE EXITS. JUST IN FRONT OF THE OFFICE # 120 |
| THERE APPEARS TO BE A 2ND MEANS OF EGRESS BUT THERE IS |
| NO EXIT LIGHT INDICATING THIS IS AN EXIT NOR THE NUMBER |
| OF OCCUPANTS THAT ARE GOING THROUGH THE DOORWAY. |
| SEE THE 2020 FBC-B SECTION 1006.2.1 AND TABLE 1006.2.1. |
| |
| 3) SHEET B-101 LEVEL 1- LIFE SAFETY PLAN IS SILENT AS |
| TO HOW MANY DOORWAYS; EXITS ARE ACCESSIBLE DOORWAYS. |
| 2020 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF |
| EGRESS SHALL COMPLY WITH SECTION 1003.2.13 OF THE |
| INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001 |
| SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL |
| BUILDING CODE (2003 EDITION). |
| 2003 IBC-B 1007.1 WHERE MORE THAN ONE MEANS OF EGRESS |
| IS REQUIRED BY SECTIONS 1014.1 OR 1018.1 FROM ANY |
| ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE |
| SHALL BE SERVED BY NOT LESS THAN TWO MEANS OF EGRESS. |
| 202 FBC-ACCESS. CODE CHANGES IN LEVEL 303.2 AND 303.3. |
| WHERE CHANGES IN LEVEL ARE PERMITTED IN THE FLOOR OR |
| GROUND SURFACES, THEY SHALL COMPLY WITH SECTION 303. |
| SEE 303.1 & 303.2. |
| |
| 4) COOLERS AND FREEZERS REQUIRE A SEPARATE PERMIT. |
| PLEASE ALSO PUT A NOTE ON THE LIFE SAFETY PLAN B-101 |
| THAT IN FIRE SPRINKLERED BUILDINGS COOLERS AND FREEZERS |
| MUST BE PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM IN |
| ACCORDANCE WITH 903.3.1.1 SEE THE 2020FBC-BUILDING CODE |
| SECTION 2603.4.1.2(4). |
| |
| 5) SHEET A-101 THE GENERAL NOTES 6-10 ARE NOT COMPLETE |
| SEE SHEET AX.X. 107.2.1.2 ADDITIONAL INFORMATION IS |
| REQUIRED. |
| 6) SHEET A-101 AT THE TOP OF THE SHEET THEE IS A CART |
| RETURN AT WHAT APPEARS TO BE THE FRONT OF THE BUILDING |
| AND A NOTE LOW RAIL TO SEPARATE CARTS FROM SEATING AREA |
| AND ALSO A DETAIL NOTE DETAIL 1/ A-417. |
| THERE IS NO SUCH SHEET LISTED IN THE INDEX SHEET G-102 |
| NOR IS THERE SUCH A SHEET IN THE PLAN SET OF DRAWINGS. |
| 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| |
| 7) SHEET A-101 CUSTOMER SERVICE COUNTER SHOWS A DETAIL |
| #5/ A425 PLEASE PROVIDE THE KNEE AND TOE SPACE |
| COMPLYING WITH 306. A CLEAR FLOOR SPACE COMPLYING WITH |
| 305 SHALL BE POSITIONED FOR A FORWARD APPROACH TO THE |
| COUNTER, 2020 FBC-ACCESSIBILITY CODE. |
| |
| 8A) SHEET A-106 ROOF PLAN NOTE # 1 INDICATES A NEW |
| ROOF. THE DEFERRED SUBMITTALS ON SHEET C-101 DOES NOT |
| INCLUDE ROOFING AS A DEFERRED SUBMITTAL. |
| 2020 FBC-B 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA |
| DEPARTMENT OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE |
| 61G20-3.005, RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY |
| OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE |
| PRODUCT APPROVALS: |
| (31)(A) ROOF HATCHES. |
| (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT |
| CONCRETE INSULATION, CURBS, ROOF TOP |
| VENTILATORS |
| (G) PRE-ENGINEERED A/C STANDS |
| |
| 8B) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS |
| WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE |
| 61G20 SHALL BE REVIEWED AND APPROVED IN WRITING (SHOP |
| DRAWING STAMP OF APPROVAL) 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. |
| |
| 8C) 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF |
| THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS |
| FOR REVIEW BY THE BUILDING OFFICIAL. |
| |
| DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| OFFICIAL. |
| |
| 9) WITH THE NEW ROOF TOP MECHANICAL EQUIPMENT TO BE |
| LOCATED ON THE ROOF (SHEET A-106 NOTE # 4) SEE |
| MECHANICAL SHEETS FOR ADDITIONAL ROOF PENETRATION. |
| SHEET M-103 ROOF TOP WIND RESISTANCE NOTES: |
| |
| 9A) SHEET M-103 ROOF TOP WIND RESISTANCE NOTE # 1 |
| STATES THE WIND SPEED IS 160 MPH VULT, AND EXPOSURE C. |
| PLEASE NOTE THIS STRUCTURE IS IN A 170 MPH VULT WIND |
| ZONE, SEE FIGURE 1609.3(1) FOR RISK CATEGORY II |
| BUILDINGS. NOTE # 4 WIND PRESSURES SHALL BE PER FBC |
| 1609. |
| |
| 9B) SHEET M-103 ROOF TOP WIND RESISTANCE NOTE # 2 |
| STATES EQUIPMENT SHALL HAVE MANUFACTURER CURB HURRICANE |
| TIE-DOWNS FOR WIND RESISTANCE THERE ARE NONE SHOWN. |
| LATERAL FORCE-RESISTING SYSTEM |
| FOR ALL ROOF TOP EQUIPMENT, CURBS, FANS OR A/C STANDS, |
| AND OR VENTS, DETAILED ATTACHMENT TO THE ROOF FRAMING & |
| DECK AS WELL AS FROM THE CURB OR ROOF STAND TO THE |
| EQUIPMENT ABOVE. |
| |
| 2020 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| LOADS. |
| |
| 9C) SHEET M-103 ROOF TOP WIND RESISTANCE NOTE # 5 THE |
| INSTALLATION AND FABRICATION METHODS FOR SECURING AND |
| ANCHORING EQUIPMENT TO CURBS AND FOR RAILS/ CURBS |
| SECURING AND ANCHORING TO STRUCTURE SIZING AND METHODS |
| SHALL BE DESIGNED BY LICENSED STRUCTURAL ENGINEER IN |
| THE STATE OF FLORIDA. THIS REVIEW NONE OF THE ROOF TOP |
| EQUIPMENT HAS BEEN DESIGNED FOR ANCHORING BY A FLORIDA |
| P.E. |
| |
| LATERAL FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP |
| EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS, |
| DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL |
| AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. |
| 2020 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| LOADS. |
| |
| 10) THE ARCHITECTURAL SHEETS NOR THE MECHANICAL SHEETS |
| SHOW HOW POINT LOADING OF HE BAR JOIST WILL OCCUR. |
| THERE ARE NO STRUCTURAL SHEETS IN THIS SET OF PLANS. |
| 107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED. |
| |
| 11) WELDED OR BOLTED CONNECTIONS. THIS BUILDING |
| CONTAINS EITHER BOLTED AND OR WELDED CONNECTIONS. THE |
| CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE |
| SPECIFICATIONS & WELDER OPERATOR PERFORMANCE |
| QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED |
| STANDARDS AT TIME OF INSPECTION FOR FIELD WIELDING, ON |
| THE JOB-SITE WIELDING. THIRD PARTY CERTIFICATION WILL |
| BE REQUIRED. |
| THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO |
| COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS |
| SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING |
| INSPECTION. |
| 2020 FBC-B 2204.1 WELDING |
| 1. WELD PROCEDURES SPECIFICATIONS |
| 2. QUALIFICATIONS OF WELDING PERSONAL |
| 2017 FBC-B 2204.2 BOLTING. |
| IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED, |
| PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD |
| AT 561-805-6666. |
| |
| 12) SHEET G-103 UNDER THE HEADING THRESHOLD BUILDINGS |
| STATES THIS APPLIES. PLEASE PROVIDE UNDER WHAT CRITERIA |
| YOU BELIEVE THIS STATEMENT APPLIES. SEE FLORIDA STATUTE |
| FL S. S. 553.71(7) ?THRESHOLD BUILDING" MEANING ANY |
| BUILDING WHICH IS GREATER THAN (3) STORIES OR 50 FT. IN |
| HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY |
| CLASSIFICATION AS DENIED IN THE FLORIDA BUILDING CODE |
| WHICH EXCEEDS 5,000 SQ. FT. IN AREA AND AN OCCUPANT |
| CONTENT OF GREATER THAN 500 PERSONS. |
| THERE ARE NO STRUCTURAL SHEETS IN THIS SET OF PLANS. |
| BUILDING HEIGHT IS 40 FEET ABOVE GRADE. |
| |
| 13) SHEET A-300 SHOWS THE ROOF LEVEL AT 40 FEET ABOVE |
| GRADE, PLEASE PROVIDE HOW COMPLIANCE WITH THE 2020 |
| FBC-M 306.5 EQUIPMENT AND APPLIANCES ON ROOFS OR |
| ELEVATED STRUCTURES. WHERE EQUIPMENT REQUIRING ACCESS |
| OR APPLIANCES ARE LOCATED ON AN ELEVATED STRUCTURE OR |
| THE ROOF OF A BUILDING SUCH THAT PERSONNEL WILL HAVE TO |
| CLIMB HIGHER THAN 16 FEET (4877 MM) ABOVE GRADE TO |
| ACCESS SUCH EQUIPMENT OR APPLIANCES, AN INTERIOR OR |
| EXTERIOR MEANS OF ACCESS SHALL BE PROVIDED. SUCH ACCESS |
| SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS GREATER |
| THAN 30 INCHES (762 MM) IN HEIGHT OR WALKING ON ROOFS |
| HAVING A SLOPE GREATER THAN 4 UNITS VERTICAL IN 12 |
| UNITS HORIZONTAL (33-PERCENT SLOPE). SUCH ACCESS SHALL |
| NOT REQUIRE THE USE OF PORTABLE LADDERS. WHERE ACCESS |
| INVOLVES CLIMBING OVER PARAPET WALLS, THE HEIGHT SHALL |
| BE MEASURED TO THE TOP OF THE PARAPET WALL. |
| |
| 14) PLEASE PROVIDE WHERE I CAN FIND THE PRESSURES FOR |
| THE COMPONENTS AND CLADDING FOR ROOF ZONES 1, 2, & 3 AS |
| WELL AS FOR WALL ZONES 4 & 5. 2020 FBC-B 1603.1.4 WIND |
| DESIGN DATA. |
| THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE |
| STRUCTURE: |
| |
| 14.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND |
| GUST), MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, |
| VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| 1609.3.1. |
| |
| 14.2. RISK CATEGORY. |
| |
| 14.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| HEIGHT AND EXPOSURE. ASCE 7-16 TABLE 30.3.1. |
| |
| 14.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| |
| 14.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED |
| BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR |
| THE DESIGN OF THE STRUCTURE, PSF. |
| |
| 14.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| BUILDING. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED |
| CONVERSION VULT TO VASD. |
| |
| 15) DEFERRED SUBMITTALS. IDENTIFY GLAZING/ MULLIONS. |
| PLEASE IDENTIFY IN THE PRODUCT APPROVAL BEFORE |
| SUBMITTING TO DESIGNER OF RECORD AND BEFORE SUBMISSION |
| TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS WITH |
| GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, |
| SILL HEIGTH, TYPE OF GLAZING, MULLION SIZE, LENGTH IF |
| UNREINFORCED OR REINFORCED INFORMATION IF REQUIRED, |
| ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING |
| SIZE. 2020 FBC-B 1405.13.1 INSTALLATION. WINDOWS AND |
| DOORS SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED |
| MANUFACTURER?S INSTRUCTIONS. FASTENER SIZE AND SPACING |
| SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE |
| CALCULATED BASED ON MAXIMUM LOADS AND SPACING USED IN |
| THE TESTS. |
| |
| 16) IMPACT FEES - DIGITAL SUBMITTALS: PLANS WILL BE |
| REVIEWED BY THE PBC IMPACT FEE OFFICE DIGITALLY VIA |
| PROJECT DOX UPON NOTIFICATION BY THIS OFFICE. |
| NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST FINAL |
| FORM. YOU MAY COORDINATE WITH THE IMPACT FEE OFFICE AT |
| (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL IMPACT |
| FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME THE |
| FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM CAN |
| BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINISTRAT |
| ION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON |
| APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO |
| YOUR PROJECT OR EMAIL IT TO [email protected]. |
| PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300 |
| N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL. |
| |
| 17) 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. |
| |
| PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS |
| REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT |
| REVIEW CYCLE. |
| |
| MONDAY AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE |
| WORKING FROM CITY HALL. |
| MY WORK HOURS ARE TUES. & WED. 7:30 AM- 4:30 PM |
| PART-TIME/ RETIRED. |
| |
| IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET |
| BACK INTO THE OFFICE CALL |
| (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL. |
| THANK YOU. |
| |
| JAMES A. WITMER BN, PX, SFP, CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| DEPARTMENT |
| 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| TEL: 561-805-6717 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
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