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2233 SEMINOLE RD COMM23-0052 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP: OCEAN VILLAGE ASSOCIATION INC C/O SIGNATURE REALTY & MANAGEMENT JACKSONVILLE FL 32257 COMPANY:ADDRESS:CITY:STATE:ZIP: JBL CORPORATION INC 1949 JERSEY ST JACKSONVILLE FL 32210 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169519 0101 OCEAN VILLAGE ONE CONDO JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 2233 SEMINOLE RD COMMERCIAL ALTERATION COMMERCIAL Unit 11 end wall structural repairs $23857.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $170.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING NOTICE OF COMMENCEMENT INFORMATIONAL Notes: No inspections may be scheduled until a copy a recorded Notice of Commencement has been submitted to the Building Department 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: 9/25/2023 PERMIT NUMBER COMM23-0052 ISSUED: 9/25/2023 EXPIRES: 3/23/2024 COMMERCIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 BUILDING PLAN CHECK 455-0000-322-1001 0 $85.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.83 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.55 TOTAL: $261.38 2 of 2Issued Date: 9/25/2023 PERMIT NUMBER COMM23-0052 ISSUED: 9/25/2023 EXPIRES: 3/23/2024 COMMERCIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 COMM23-0052 JOB COPY Code Summary:Code: FBC - 7th Edition Existing Building Code - 7th Edition ASCE 7-16Original Code: UnknownConstruction Type: IIIUse: R-2Protection: UnprotectedDesign Criteria Summary:Existing Building Classification: RepairWind design criteria per ASCE 7-16Ultimate wind speed: 130 mphRisk Category: IIMean roof height: ~25'-0"Exposure category: DEnclosure classification: EnclosedInternal pressure coef: ±0.18Sheet Index:1.01 - Cover Sheet / Vicinity Map2.01 - Notes3.01 - Elevation4.01 - DetailsThis drawing is the property of alta engineering company.Any use or reproduction without the expressed wr ittenconsent of alta engineering company is prohibited. A llrights of design and invention are expressly reserved.rev.descriptiondatealta engineering company11329 distribution avenue westjacksonville, florida 32256www.altaengineeringco.comcertificate of authorization no. 29095Project Name:Sheet Index:Revisions:Sheet:Brett D. NewkirkFL PE 62476End Wall Repairfor:Ocean Village2233 Seminole RoadAtlantic Beach, FL 322331.01 - Cover Sheet / Vicinity Map2.01 - Notes3.01 - Elevation4.01 - Details-For Review Only07-17-23Unit 111.01Scope of Work:General:1. Protect all landscape/hardscape and irrigation, as required. Restore damaged landscape to itsoriginal appearance upon completion of the work.2. Protect interiors of units affected by the work with zip walls and floor protection.3. Protect portions of the building not being repaired.4. Temporarily displace, as necessary, all wall mounted appurtenances such as electrical service boxes,light fixtures meters, phone service panels, gutters, downspouts, rails, fences, screen enclosures, andcondensing unit electrical disconnects. Reinstall upon completion of the workEnd Wall Repairs:1. Remove and salvage siding and furring as required to complete work.2. Cut into existing CMU cells to install new vertical rebar, doweled into bond beam and foundation.3. Install new J-bolt between newly filled CMU cells and at top and bottom roof chords.4. Fill cells with rebar and grout.5. Replace cut CMU portion with new repair mortar.6. Reinstall or replace siding to match original appearance.7. Repair interior finishes affected by work.8. Paint all affected finish surfaces and siding from corner to corner, to match.for:Ocean VillageAtlantic Beach, FL 322332233 Seminole RoadAll repair details and the extent of the designated repairs are subject to field mock ups. Alta reservesthe right to amend modify or change the drawing details or the extent of repairs to suit the siteconditions, as they are uncovered. For this reason, the owner shall engage Alta to review the initialdemolition and implementation of all repair details. These drawings are invalid and void withoutsuch a review and confirmation of the adequacy of the design by Alta.NWES1 - SITE LOCATION MAPN.T.S.End Wall RepairUnit 11Digitally signed by Brett Newkirk Date: 2023.09.13 11:53:14 -04'00'Reviewed for codecomplianceCEP BU169909/21/2023 6:12:25 PM This drawing is the property of alta engineering company.Any use or reproduction without the expressed wr ittenconsent of alta engineering company is prohibited. A llrights of design and invention are expressly reserved.rev.descriptiondatealta engineering company11329 distribution avenue westjacksonville, florida 32256www.altaengineeringco.comcertificate of authorization no. 29095Project Name:Sheet Index:Revisions:Sheet:Brett D. NewkirkFL PE 62476End Wall Repairfor:Ocean Village2233 Seminole RoadAtlantic Beach, FL 322331.01 - Cover Sheet / Vicinity Map2.01 - Notes3.01 - Elevation4.01 - Details-For Review Only07-17-23Unit 112.0100 10 00 GENERAL NOTESWhere unspecified, all components, finishes and appurtenances shall be provided and installed in kind tothe original construction.Contractor is responsible for the protection of the public and all construction personnel and must complywith all applicable OSHA safety requirements throughout the duration of the work.Contractor is responsible for obtaining all necessary permits to complete the scope of work.The construction documents represent the finished structure. They do not indicate the method ofconstruction. The contractor shall provide all measures necessary to protect the structure duringconstruction. Such measures shall include, but not be limited to bracing or shoring for loads due toconstruction equipment, etc.The engineer of record shall not be responsible for the contractor's means, methods, techniques, sequencesfor procedure of construction, or the safety precautions and the programs incident thereto (nor shallobservation visits to the site include inspection of these items).Where reference is made to various test standards for materials, such standards shall be the latest editionand/or addenda. Any engineering design, provided by others and submitted for review, shall bear the sealof a registered engineer recognized by the building code jurisdiction of this project.Contractor shall be responsible for verification of all dimensions with drawings prior to start of construction.Resolve any discrepancy with the engineer prior to commencement of the work. Establish and verify allopenings and inserts for architectural, civil, mechanical, plumbing and electrical items with the appropriatetrade drawings and subcontractors prior to construction.Contractor shall provide product submittals for all proprietary products to be used, which are notspecifically identified herein. Submittals shall include product data sheets, installation instructions, physicalmaterial samples and shop drawings (if determined appropriate by the engineer). But for the physicalsamples, submittals shall be submitted as follows: (2) paper copies and (1) electronic copy. Materialsubstitutions that are not approved in writing by the engineer shall not be used.The materials and installation shall be warranted against any and all water intrusion and/or mold for aperiod of 3-years following the date of final completion of the work. All materials shall be covered by themanufacturer's standard warranty. The contractor is responsible for coordinating with the manufacturer andprocuring the written warranties for all products used.All work shall be completed in a craftsman-like manner with the highest level of care taken to ensure afunctional, quality and aesthetically desirable completed project. All work shall be compliant with voluntaryindustry standard guides in all regards.All repair details and the extent of the designated repairs are subject to field mock ups. Alta reserves theright to amend modify or change the drawing details or the extent of repairs to suit the site conditions, asthey are uncovered. For this reason, the owner shall engage Alta to review the initial demolition andimplementation of all repair details. These drawings are invalid and void without such a review andconfirmation of the adequacy of the design by Alta.03 01 30.71 CONCRETE REPAIRConcrete work shall conform to ACI 318/318r and ACI 301. All concrete/repair mortar shall have a minimumcompressive strength of F'c=5,000 PSI at 28 days. Concrete shall have a maximum w/c ratio of 0.6.Repair mortar shall be SikaRepair 223 with water or approved low-shrinkage equivalent w/ < 15,000 ohm-cmelectrical resistivity with similar compressive strength and coef. of thermal expansion as the existingconcrete.Reinforcing bars shall conform with ASTM A615, Grade 60. Placement shall be in accordance with projectdrawings, ACI 301, and the CRSI manual of practice.Admixtures containing calcium chloride shall not be used.All concrete applied in thicknesses > 1" shall contain aggregate.Aggregates shall conform to ASTM C33, with maximum coarse aggregate size of 3/4".All exposed concrete shall have a 3/4" 45 degree chamfer to match the existing, unless otherwise noted.Reinforcement shall be held firmly in position with standard accessories during placement of concrete. Allreinforcing shall be chaired to ensure proper clearances. Chairs shall be plastic.Lap splices, unless noted otherwise, shall be Class "B" tension lap splices per latest edition of ACI 318.Stagger splices a minimum of one lap length. Splices in top steel shall be at the midspan. Splices in bottomreinforcement shall be over the supports, U.O.N.All ties/stirrups shall have 135° hooks.Bonding agent shall be an integral non-re-emulsifying latex emulsion, compliant with ASTM C 1059.Application shall be in accordance with the manufacturer's instructions unless stated otherwise in theproject specifications.Structural adhesive shall be Hilti HY 200 or approved equivalent, installed in accordance with themanufacturer's instructions remove all drill shavings from hole prior to installation of adhesive.Anodes shall be Mapeshield I 10/20 or approved equivalent compliant with ASTM B418 and ASTM A82.Anode spacing shall not exceed 24-inches.Anode cover shall be a minimum of 1-inch.Confirm electrical continuity between anode and rebar is less than 1 ohm w/ a multi meter03 61 00 GROUTAll grout shall be injected in accordance with ASTM C476.Grout shall have a minimum 28 day compressive strength of 3000 psi and a slump range of 8 to 10 inches.TENSION STEEL REINFORCEMENT LAP SCHEDULECONCRETE SPLICE LAP LENGTH (IN)BARSIZEFc' = 3000 psiTop*OtherFc' = 4000 psiTop*OtherFc' = 5000 psiTop*OtherCMU#322171915171318#429222519231724#536283124282230#643333729342636#763485442493842#872556248564348#981627054634854#1090697860695460REBAR REPLACEMENT CHARTBARSIZEMINIMUMDIAMETER**#311/32"#429/64"#59/16"#643/64"#751/64"#829/32"#965/64"#109/8"COMPRESSION STEEL REINFORCEMENT SCHEDULEBARSIZE#312#4#5#6#7#8#9#10Steel Yield Stress, fy' (ksi)40Lap Splice Length (in)60801218121524131930152336182742203048233454253860*Top steel defined as having at least 12" of fresh concrete poured below**Rebar requires supplementation if bar diameter is less than the value listedReviewed for codecomplianceCEP BU169909/21/2023 6:12:36 PM This drawing is the property of alta engineering company.Any use or reproduction without the expressed wr ittenconsent of alta engineering company is prohibited. A llrights of design and invention are expressly reserved.rev.descriptiondatealta engineering company11329 distribution avenue westjacksonville, florida 32256www.altaengineeringco.comcertificate of authorization no. 29095Project Name:Sheet Index:Revisions:Sheet:Brett D. NewkirkFL PE 62476End Wall Repairfor:Ocean Village2233 Seminole RoadAtlantic Beach, FL 322331.01 - Cover Sheet / Vicinity Map2.01 - Notes3.01 - Elevation4.01 - Details-For Review Only07-17-23Unit 113.011 - UNIT 11 END ELEVATIONScale: N.T.S.Dowel and epoxy new #5into existing bond beamExisting truss top chord line, beyondExisting bottom chord line, beyondInstall new J-boltinto newly filled cellsExisting filled cellsFill new cells with grout and(1) #5 bar @ 48" O.C. maxDowel and epoxy barinto existing foundationRemove, salvage, andreinstall or replace siding24.0114.01Reviewed for codecomplianceCEP BU169909/21/2023 6:12:55 PM 2 - CMU WALL SECTIONScale: 3"=1'-0"Shim, as requiredNew 1/2" J-bolt @ each filled cell,top and bottom roof truss chordNew nut and washerExisting roof truss chordFill empty cells with new groutand #5 rebar @ 48" O.C. maxExisting furringRemove, salvage,and reinstall sidingTrench face of CMU andfill with repair mortarfollowing bar installation3 - WALL SECTION AT CEILING JOISTScale: 3"=1'-0"Shim, as requiredNew nut and washerExisting roof truss chordFill empty cells with new groutand #5 rebar @ 48" O.C. maxExisting furringRemove, salvage, and reinstall sidingExisting truss webNew 1/2" J-bolt @ each filled cell, (requiredat both top and bottom roof truss chords)Existing ceiling joistThis drawing is the property of alta engineering company.Any use or reproduction without the expressed wr ittenconsent of alta engineering company is prohibited. A llrights of design and invention are expressly reserved.rev.descriptiondatealta engineering company11329 distribution avenue westjacksonville, florida 32256www.altaengineeringco.comcertificate of authorization no. 29095Project Name:Sheet Index:Revisions:Sheet:Brett D. NewkirkFL PE 62476End Wall Repairfor:Ocean Village2233 Seminole RoadAtlantic Beach, FL 322331.01 - Cover Sheet / Vicinity Map2.01 - Notes3.01 - Elevation4.01 - Details-For Review Only07-17-23Unit 114.011 - PARAPET WALL SECTIONScale: 1/2" = 1'-0"Existing bond beamDowel and epoxy rebarmin. 4" into bond beamand foundation, typ.Fill empty CMU cellswith new grout andnew #5 bar @ 48" max.Existing top chordNew J-boltExisting bottom chordExisting bond beam,reportedly not presentper destructive testing24.0134.01Reviewed for codecomplianceCEP BU169909/21/2023 6:13:05 PM