Loading...
725 Atlantic Boulevard #6 Whiskey Jax commercial alteration permitOWNER:ADDRESS:CITY:STATE:ZIP: ATLANTIC-PENMAN LLC 500 S 3RD ST JACKSONVILLE BEACH FL 32250 COMPANY:ADDRESS:CITY:STATE:ZIP: TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171363 0000 ROYAL PALMS UNIT 02A JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 725 ATLANTIC BLVD UNIT 6 COMMERCIAL ALTERATION COMMERCIAL CHANGE TABLE LAYOUT FROM PREVIOUS TENANT $1000.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $60.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $30.00 FIRE DEPARTMENT FEE 45500002080800 0 $150.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 ZONING REVIEW COMMERCIAL AND INDUSTRIAL USES 001-0000-329-1003 0 $350.00 TOTAL: $594.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 6/2/2022 PERMIT NUMBER COMM22-0009 ISSUED: 6/2/2022 EXPIRES: 11/29/2022 COMMERCIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 6/2/2022 PERMIT NUMBER COMM22-0009 ISSUED: 6/2/2022 EXPIRES: 11/29/2022 COMMERCIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION COMM22-0009 CODE SUMMARY:BUILDING 2020 7th EDITION FLORIDA BUILDING CODEEXIST. BUILDING 2020 7th EDITION FLORIDA EXISTING BUILDING CODE WORK AREA COMPLIANCE METHOD (CHAPTERS 5-13) THE RENOVATIONS OF THE EXISTING SPACE CONSTITUTES A LEVEL 2 ALTERATION AND SHALL COMPLY WITH PROVISIONS OF CHAPTERS 7 AND 8, 2020 7th EDITION EXISTING BUILDING CODE 2020 7th EDITION LEVEL 2: LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW.PLUMBING 2020 7th EDITION FLORIDA BUILDING CODEELECTRICAL 2017 NEC - NATIONAL ELECTRICAL CODEMECHANICAL 2020 7th EDITION FLORIDA BUILDING CODELIFE SAFETY 2020 7th EDITION FLORIDA BUILDING CODE 2015 NFPA VOLUME 101 LIFE SAFETY CODEACCESSIBILITY 2020 7th EDITION FLORIDA BUILDING CODEFIRE 2020 7th EDITION FBC - FLORIDA FIRE PROTECTION CODEENERGY 2020 7th EDITION FLORIDA BUILDING CODE - ENERGY/ CONSERVATIONSTRUCTURAL ASCE 07- 16SPRINKLERED YESBUILDING CLASSIFICATION (CHAPTER 3) (NFPA 101 6.1) A-2 - ASSEMBLYBUILDING CONSTRUCTION TYPE (CHAPTER 6) TYPE VBBUILDING AREA (CHAPTER 5) 3 STORY -19,000 GSF 1 STORY -19,000 GSFENCLOSED CONDITION SPACE 6984 SFCONSTRUCTION NOTES:1. UNLESS OTHERWISE NOTED BUILDING STANDARDS ARE TO BE MAINTAINED WHEN EVER POSSIBLE.2. CONTRACTOR SHALL PATCH UP TO PAINT GRADE FINISH ALL WITH SURFACE THAT REMAIN WHERE EVER WALLS ARE REMOVED.3. WALLBOARD JOINTS SHALL BE STAGGERED ABOVE DOOR OPENINGS ( I.E JOINTS CANNOT BE OPPOSITE EACH OTHER ON THE SAME STUD AT THE DOOR HEAD)4. DOUBLE STUDS ARE REQUIRED AT EACH AT BOTH JAMBS OF DOOR FRAME, A HEADER RUNNER IS REQUIRED AT TOP OF DOOR FRAME. (2-2x6 HEADER WITH 1 1/2" min.BEARING EACH SIDE)5. A COPY OF THE LATEST SET OF CONSTRUCTION AND ENGINEERING DRAWINGS SHALL BE KEPT AT THE PROJECT SITE FOR REVIEW BY INSPECTOR. THESE DRAWINGS SHALL BE UPDATED WITH ANY CHANGES MADE DURING CONSTRUCTION BY CONTRACTOR AND RETURNED TO THE ARCHITECT .6. CONTRACTOR TO PATCH AND REPAIR ALL EXISTING PARTITIONS SO AS TO BE DEEMED NEW AND FREE FROM DEFECTS.GENERAL STRUCTURAL NOTES:1. Codes: Florida Building Code 2020, American Concrete Institute and American Institute of Timber Construction2. Live Loads: Roof 20 PSF Floor 40 PSF Stair 40 PSF3. Wind Loads: See Wind Load Notes4. Allowable Soil Bearing: 250 PSF (assumed)5. Soil Compaction: Soil under slab on grade and foundation shall be compacted to 95% modified proctor max. dry density (ASTM D-1557).6. Materials: Concrete (Normal weight-28 days) 3000 PSI Reinforcing Bar ASTM A615 Weld Wire Fabric ASTM A185 Anchor Bolts ASTM A36 Welds AWS E70 OR E60 Wood Member for Beams & Posts #2 SYP Wood Member for studs #2 SPF OR BETTER7. Concrete: All concrete to be designed as per ACI 318 latest edition. Footings 3000 PSI Slab on grade 3000 PSI All others 3000 PSI Splices in reinforced where permitted: Concrete 50 bar diameter Masonry 48 bar diameter Unless shown on drawings, minimum concrete cover for reinforcing: Cast against earth 3" Slab on grade centered Exposed to earth and weather: #6 thru #11 bars 2" #5 bars & smaller 1 1/2 All reinforcing shall be held securely in position with standard accessories in conformance with ACI 315 during placement of concrete.8. Timber / Lumber - All wood framing shall be fabricated and installed as per AITC and TPI and National Design Specification for Wood Construction. - Provide temporary top chord bracing until roof sheathing is in place. - All wood member trusses shall comply with Truss Plat Institute Standard with proper dead, live abd wind loads. Drawing shall be sgned and sealed by professional engineer registered in the State of Florida. - Provide hurricane clips at both ends of each rafter and truss. - The number and size of nails connecting to wood members shall not be less than those specified in FBC 2020Table 2304.10.1 Fastening Schedule.INDEX OF DRAWINGST-1 COVER SHEET/ CODE DATA/ SITE PLANLS-1 LIFE SAFETY PLANDECLARATIVE STATEMENT:To the best of the ARCHITECTS/DESIGNER knowledge, theDrawings and specifications comply with the applicableminimum codes and the Fire-Standards as determined by localauthority in accordance with Florida Building Codes 2017, 6thEdition 110.8.4.4 and Chapter 633, Florida Statutes.NEW RESTAURANT LAY-OUT FORWHISKEY JAX 725 ATLANTIC BOULEVARD ATLANTIC BEACH, FLA. 322332020 FBC-R 7th EDITION - TO SHOW AN UPDATED LIFE SAFETY PLAN FOR A NEW "TURN-KEY"- PLEASE NOTE: THERE IS NO CONSTRUCTION TO BE DONE FOR THIS PERMITN.T.ST1.0Bruce D. Amaflitano Architect, A.I.A. Jacksonville, Florida 6903 ATLANTIC BOULEVARD JACKSONVILE, FLORIDA 32211 Florida AR.0009774 AbdSCALE:DATE:JOB NO.REVISIONS 01/19/2022AS INDICATEDCOVER SHEETDRAWN BY:1 2 3MAC DRAFTING WHERE IDEAS BEGINmmacdraft@yahoo.com WHISKEY JAX 725 ATLANTIC BOULEVARD ATLANTIC BEACH 32233MICHAEL COLEMANASSOCIATED PERMITSDATE: RRE X I T FIXT_CODEFU_TOTALFU_WASTEFU_HOTFU_COLD FIXT_CODEFU_TOTALFU_WASTEFU_HOTFU_COLD NOT IN SCOPEADJACENT TENANT: RESTAURANT NOT IN SCOPEVACANT OCCUPANCYScale: 1/8"= 1'-0"LIFE SAFETY PLAN1TRAVEL DISTANCEPRIMARY EGRESSPRIMARY PATH OF EGRESSEXISTING EXIT / EMERGENCY COMBO LIGHT FIXTURENEW FIXTURE WILL BE PROVIDED AT LOCATIONSAS REQUIREDEXIT SIGNEXISTING FIRE EXTINGUISHEREXISTING TYPE K FIRE EXTINGUISHEREMERGENCY LIGHTINGLIFE_SAFETY_LEGENDEXISTING 1 HOUR FIRE PARTITION2020 FBC-R 7th EDITION N.T.SLS1.0Bruce D. Amaflitano Architect, A.I.A. Jacksonville, Florida 6903 ATLANTIC BOULEVARDJACKSONVILE, FLORIDA 32211 Florida AR.0009774 AbdSCALE:DATE:DATE:JOB NO.REVISIONS 01/19/2022AS INDICATEDCOVER SHEETDRAWN BY:1 2 3MAC DRAFTINGWHERE IDEAS BEGINmmacdraft@yahoo.com WHISKEY JAX 725 ATLANTIC BOULEVARD ATLANTIC BEACH 32233MICHAEL COLEMANFIRE RESISTANCE REQUIREMENTSFIRE RESISTANCE RATINGS ARE BASED ONFBC TABLES 601 AND 602 FOR TYPE IIB CONSTRUCTIONINTERIOR BEARING WALLS 0 HRSCOLUMNS (BOTTOM FLOOR) 0 HRSFLOOR / CEILING ASSEMBLY 0 HRSROOF / CEILING ASSEMBLY 0 HRSEXTERIOR BEARING WALLS 0 HRSTENANT SEPARATION WALLS 1 HRSFINSIH LEGEND NOTE: ALL FINISHES ARE TYPICAL THROUGHOUT THE BUILDING.FLOORS - ALL OFFICE AREAS - CARPET, HIGH TRAFFIC AREAS SUCH AS HALLWAYS, UTILITY ROOMS AND STAIRWAYS AND CORE CORRIDORS HAVE VCT TILE. RESTROOMS HACE CERAMIC TILE FLOORS, BASE AND WAINSCOTSWALLS - ALL OFFICE AREAS - ALL OFFICE AREAS HAVE EGGSHELL PAINT GYPSUM WALLBOARD WET AREAS AND UTILITY SPACES HAVE EPOXY PAINT FINISH. RESTROOMS HAVE CERAMIC TILE WAINSCOATCEILINGS - ALL OFFICE AREAS - ALL OFFICE AREAS HAVE ACOUSTICAL CEILING TILE SYSTEM. WET AREAS AND UTILITY AREAS HAVE EPOXY PAINT FINISH GYPSUM WALLBOARD CEILING SURFACES.FLAME SPREAD SMOKE DEVELOPMENTLASS A - 0-25 0-450CLASS B - 26-75 0-450CLASS C - 76-200 0-450 LEGEND CLASS B PT LATEX EGGSHELL PAINT CLASS A TILE CERAMIC TILE CLASS B E.PT. EPOXY PAINT CLASS B VB VINYL BASE CLASS B/C CPT CARPET CLASS A CONC. CONCRETE FLOOR CLASS B VCT VINYL COMPOSITE TILE CLASS A GWB GYPSUM WALLBOARD CLASS B ACT ACOUSTIC CEILING TILENFPA CODE SUMMARY:LIFE SAFETY SHEET SUMMARY:BUILDING OCCUPANCY TYPE - NFPA 101-6.1 EXISTING RESTAURANTBUILDING CONSTRUCTION TYPE- NFPA 101- 8.2.1 SPRINKLED TYPE IBBUILDING CLASSIFICATION (CHAPTER 3) (NFPA 101 6.1) GROUP A-2 EXISTING RESTAURANTBUILDING CONSTRUCTION TYPE (CHAPTER 6) TYPE IBBUILDING AREA (CHAPTER 5) -3 STORY - N/A 1 STORY4 STORY - N/A ACTUAL 6984 GSFINTERIOR WALL AND CEILING FINISH REQUIREMENTS - NFPA 101- 10.2 - SEE FINISH LEGEND, FLAME SPREAD ANDSMOKE DEVELOPMENT LEGEND THIS SHEETDEAD END CORRIDORS OF 20 FEET MAXIMUM IN SINGLE TENANT FACILITY AS PER NFPA VOLUME 101, CH. 13.2.5.2COMMON PATH OF 100 FEET MAXIMUM IN SINGLE TENANT FACILITY AS PER NFPA VOLUME 101, CH. 13.2.6.2TRAVEL DISTANCE OF 250 FEET MAXIMUM IN SINGLE TENANT FACILITY AS PER NFPA VOLUME 101, CH. 13.2.6.2FIRE PROTECTION SYSTEMS - NFPA 101- 8.2 SEE FIRE RESISTANCE REQUIREMENTS CHART THIS SHEET.NFPA 10 - PORTABLE FIRE EXTINGUISHER DEVICES AT 75L.F. O.C.ARCHITECT'S STATEMENT - TO THE BEST OF MY KNOWLEDGE THIS FACILITY COMPLIES WITH 2014 5TH EDITIONFIRE PREVENTION CODE (FFPC)EXISTING BUILDING REHABILITATION WORK CATAGORIES- NFPA 101 43.1:REPAIR - WORK FOR THE PURPOSE OF MAINTAINING EXISTING MATERIALS.RENOVATION: UPGRADE THAT DOES NOT RESULT IN THE RECONFIGURATION OF THE SPACE WITHIN.FIRE RESISTANCE REQUIREMENTSROOM No. UNIT OF REQD. EGRESSNEW TENANT SPACE OCCUPANTS: EXIT WIDTH: WIDTH (INCHES)BAR AREA 1(92SF/100SF) X0.20 (INCHES) = .4BAR SEATING 30(62LF/24"PP) X0.20 (INCHES) = .2BOOTHS 33(FIXED/) X0.20 (INCHES) = .2SEATING AREA 112(15NET/1517SF) X0.20 (INCHES) = 8KITCHEN/STAFF 5(200PP/680SF) X0.20 (INCHES) = 8LOBBY/ WAITING AREA 23(7PP/172SF) X0.20 (INCHES) = 8PATIO AREA 66(997SF/15SF) X0.20 (INCHES) = 10.6DISH AREA 2(250SF/100SF) X0.20 (INCHES) = .4MAIN WAITER STATION 2(204F/7SF) X0.20 (INCHES) = .4STORAGE1 1(260SF/100SF) X0.20 (INCHES) = .4STORAGE2 1(70SF/100SF) X0.20 (INCHES) = .2STORAGE3 1(84SF/100SF) X0.20 (INCHES) = .2UNOCCUPIED 0(3372SF/0SF) X0.20 (INCHES) = .0OCCUPANT LOAD: 128/INSIDE 66 OUTSIDE REQUIRED 31 INCHESTOTAL AREA: 6984 PROVIDED 209 INCHES- COMMON PATH OF EGRESS DOES NOT EXCEED 100 FEET- SPACE IS FULLY SPRINKLED- NO DEAD END CORRIDORS EXCEED 50 FEET- ALL CORRIDORS ARE A MINIMUM OF 44 INCHES WIDE.- BUILDING STANDARD FIRE EXTINGUISHERS AS SHOWN ON PLAN, FOLLOW ALL LOCAL AND STATE CODES. MINIMUM DISTANCE IS 75 FEET.