2233 SEMINOLE RD 8 RES22-0128 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP:
SILVERMAN LANCE 1544 GREER LANE SIGNAL MOUNTAIN TN 37377
COMPANY:ADDRESS:CITY:STATE:ZIP:
A TO Z REMODELING &
HOME REPAIR INC 753 Rembrandt Avenue PONTE VEDRA
BEACH FL 32081
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169519 0116 OCEAN VILLAGE ONE
CONDO
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
2233 SEMINOLE RD UNIT 8 RESIDENTIAL ALTERATION
RESIDENTIAL REPLACE BALCONY $8000.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00
BLDG 4TH PLAN REVIEW FEE 455-0000-322-1006 0 $150.00
BUILDING PERMIT 455-0000-322-1000 0 $95.00
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: 7/13/2022
PERMIT NUMBER
RES22-0128
ISSUED: 7/13/2022
EXPIRES: 1/9/2023
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
BUILDING PLAN CHECK 455-0000-322-1001 0 $47.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.26
STATE DCA SURCHARGE 455-0000-208-0600 0 $4.18
TOTAL: $427.94
2 of 2Issued Date: 7/13/2022
PERMIT NUMBER
RES22-0128
ISSUED: 7/13/2022
EXPIRES: 1/9/2023
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
A to Z Remodeling & Home Repair
CBC1252144
Scope of work:
Build deck to specifications of plans provided.
Inspections:
- Rough in of Footers
- Final Inspection
By Mike Jones at 2:18 pm, Jun 13, 2022
Building Permit Application Updated 10/9/18
City of Atlantic Beach Building Department
800 Seminole Road, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us
Job Address: _______________________________________________________ Permit Number: ____________________________
Legal Description ________________________________________________________________ RE# _________________________
Valuation of Work (Replacement Cost) $_________________ Heated/Cooled SF ___________ Non- Heated/Cooled_____________
Class of Work: □New □Addition □Alteration □Repair □Move □Demo □Pool □Window/Door
Use of existing/proposed structure(s): □Commercial □Residential
If an existing structure, is a fire sprinkler system installed?: □Yes □No
Will tree(s) be removed in association with proposed project? □Yes (must submit separate Tree Removal Permit) □No
Describe in detail the type of work to be performed:
Florida Product Approval #______________________________________________ for multiple products use product approval form
Property Owner Information
Name ______________________________________________ Address _________________________________________________
City ____________________________________ State _______ Zip _______________ Phone ________________________________
E-Mail ______________________________________________________________________________________________________
Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) _________________________________________________
Contractor Information
Name of Company _______________________________________ Qualifying Agent _______________________________________
Address________________________________________________ City___________________ State ________ Zip_______________
Office Phone ____________________________________ Job Site Contact Number _______________________________________
State Certification/Registration # ____________________ E-Mail_______________________________________________________
Architect Name & Phone # ______________________________________________________________________________________
Engineer’s Name & Phone # _____________________________________________________________________________________
Workers Compensation Insurer _____________________________________ OR Exempt □ Expiration Date ___________________
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 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.
OWNER’S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
___________________________________________________
(Signature of Owner or Agent)
Signed and sworn to (or affirmed) before me this ____ day of
___________, ________, by ____________________________
________________________________
(Signature of Notary)
[ ] Personally Known OR
[ ] Produced Identification
Type of Identification: ______________________________________
___________________________________________________
(Signature of Contractor)
Signed and sworn to (or affirmed) before me this ____ day of
___________, ________, by ____________________________
________________________________
(Signature of Notary)
[ ] Personally Known OR
[ ] Produced Identification
Type of Identification: ______________________________________
**ALL INFORMATION
HIGHLIGHTED IN GRAY
IS REQUIRED.
Replace/repair a balcony on the second floor of the unit. Original balcony had to be torn off so the HOA could fix stucco behind. Using Licensed contractor for the work and following detailed specifications provided by the HOA, will attach with permit request. Will use stainless Steel Screw and follow all guidelines for installation.
2233 Seminole Road Unit 8, Atlantic Beach, FL 32233
09-2S-29E - OCEAN VILLAGE ONE-CONDOMINIUM - DWELLING UNIT 8 - O/R BK 4314-867 169519-0116
8000
Lance and Hannah Silverman 1544 Greer Lane
Signal Mountain TN 37377 423-413-4562
silvermanhd@gmail.com
A to Z remodeling & Home Repair Marlon Dean Thompson
735 Rembrandt Avenue Ponte Vedra FL 32081
904-813-6192 904-813-6192
CBC1252144 remodelingatoz@gmail.com
02/11/2024
RES22-0128
By Mike Jones at 3:48 pm, May 12, 2022
REVIEWED FOR CODE COMPLIANCE
Code Summary:Code: FBC - 7th Edition Existing Building Code - 7th Edition ASCE 7-16Original Code: 2001 FBCConstruction Type: VIUse: 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: ±0.18Roof slope: 18" : 1'-0"Wall Design Pressures:Components and Cladding: (Table 30-5-1)Zone 1: -72.20 PSFZone 2: -114.24 PSFZone 3: -155.64 PSFZone 4: -49.68 PSFZone 5: -91.20 PSFSheet Index:1.01 - Cover Sheet / Vicinity Map2.01 - Notes2.02 - Notes3.01 - Plan Views4.01 - Front Elevation4.02 - Side Elevation5.01 - DetailsThis drawing is the property of alta engineering company.Any use or reproduction without the expressed writtenconsent of alta engineering company is prohib
ited. Allrights of design and invent
ion 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 62476For Three Bedroom Unitfor:Ocean Villages2233 Seminole RoadAtlantic Beach, FL 322331.01 - Cover Sheet / Vicinity Map2.01 - Notes2.02 - Notes3.01 - Plan Views4.01 - Front Elevation4.02 - Side Elevation5.01 - Details-For Review Only05-24-21Wood Balcony Replacement1.01Scope 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 exterior HVAC condensing units.3.Protect interiors of units affected by the work with zip walls and floor protection.4.Protect portions of the building not being repaired.5.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 work.Balcony:1.Grout CMU cells along wall to receive new ledger.2.Install new concrete footers to support new balcony deck columns.3.Frame new PT wood balcony deck as detailed.for:For Three Bedroom UnitOcean VillagesAtlantic 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.Wood Balcony ReplacementDigitally signed by Brett Newkirk DN: c=US, st=Florida, l=Jacksonville, ou=11329 Distribution Avenue, o=Alta Engineering Company, cn=Brett Newkirk, email=brett@altaengineeringco.com Date: 2022.06.15 07:41:43 -04'00'By Toni Gindlesperger at 4:47 pm, Jun 15, 2022By Mike Jones at 1:56 pm, Jun 27, 20221:56 pm, Jun 27, 2022
This drawing is the property of alta engineering company.Any use or reproduction without the expressed writtenconsent of alta engineering company is prohib
ited. Allrights of design and invent
ion 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 62476For Three Bedroom Unitfor:Ocean Villages2233 Seminole RoadAtlantic Beach, FL 322331.01 - Cover Sheet / Vicinity Map2.01 - Notes2.02 - Notes3.01 - Plan Views4.01 - Front Elevation4.02 - Side Elevation5.01 - Details-For Review Only05-24-21Wood Balcony Replacement2.0100 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.FASTENING SCHEDULE: Wood Framing: 10d common nails Double top plates: spacing: 12" O.c. Stagger. Double top plate laps: number: 4 nails Double/built up studs: spacing: 16" o.c. Stagger. Stud to sole plate: number: (4) toe nails Stud to plate: number: (2) face nails Headers: spacing: 12" O.C. Stagger. Other framing members: per FBC table 2304.9.1Uplift Strapping: below all truss end bearings (interior and exterior) truss to top plate: (2) H2.5a - Top plate to stud: (1) H2.5a - every stud Top plate to header: SP4 @ 24" O.C. Stud to stud across floor cavity: (1) CS16, length to provide 10" engaged into ea.Stud Stud to sole plate: (1) H3 or SP4. Sole plate to foundation: 1/2"Ø Hilti Kwik Bolt III or equiv. Expansion anchor w/ 6" embed @ 32" O.C. & @ ends of plate w/ 2"x2" pl washer Stud to header: (2) CS20, length to provide 10" engaged into ea. King stud to foundation: (1) LTT20B, W/ 3" nails and conc anchor described above. Double strap req.'s below girder trusses Nails for uplift strapping: 10d stub nails, U.O.N.Shear wall: as detailed Partial height blocking to top plate: (3) 10d nails per segment End chord to top plate @ roof: (2) SPH4 End chord to end chord across floor cavity: (2) MSTI60 End chord to foundation (3-story) : (1) HD8A w/ 5/8"Ø threaded rod in Hilti HY 150 epoxy or equiv. W/ 7-1/2" min. Embed. Nails for shear wall chords: 10d nails Sill plate to elevated decks: 10d nails @ 4" O.C. Sole plate to foundation: 1/2"Ø Hilti Kwik Bolt III or equiv. expansion anchor w/ 3-1/2" embed @ 32" O.C. & @ ends of plate w/ 3"x3" pl washerCladding Soffit panels: As per the manufacturer's requirements/FBC tables Siding: 11 gage roofing nail spacing @ 16" O.C. Lath: type per ASTM C 1063 requirements spacing @ 16" O.C. Horizontal to studs x 7" o.c. Vertical Trim: As per the manufacturer's requirementsSheathing: Roof sheathing: 8d ring-shank nails Spacing @ 4" O.C. Edges, w/i 5' of roof/deck edge & sheet perimeters Spacing @ 12" O.C. Intermediate framing members Floor sheathing: 10d ring-shank nails Spacing @ 6" O.C. to all supporting framing members. Exterior wall sheathing: 8d nails Spacing @ 4" O.C. Edges, first floor Spacing @ 4" O.C. Edges, second floor and above Spacing @ 12" O.C. Intermediate framing members Interior gypsum wall board sheathing: 6d nail or #6 course threaded screws Spacing @ 4" O.C. To all framing members, where part of a shear wall Spacing @ 6" O.C. To all framing members, elsewhereFastener substitutions:All nails are common nails, unless noted otherwise. The following fasteners areacceptable substitutions. The alternate fasteners shall be spaced at the samespacing as the scheduled fasteners.Scheduled Fastener8d common nail8d ring shank nail8d screw shank nail10d common nail10d ring shank nail10d screw shank nail6d cooler nail#6 x 1 1/4" type s or w drywall screwStructural connections or details that are not specified in the repair documentsshall be constructed as shown on the original construction documents.03 10 00 FOUNDATION NOTES:Soil foundations to be compacted to 98% of the standard proctor maximum density.Soil foundations to be compacted to 95% of the modified proctor dry density.Dewatering may be required to properly construct footings. Do not place concrete in standing water orunstable soil.Contractor shall be responsible for locating, protecting, and relocating, as required, all service and utilitylines in the vicinity of the work site.Contractor shall be responsible for job site safety, protection of public, and temporary bracing ofexcavations during construction.Grout between top of concrete and column base plate shall be nonshrink grout. Grout shall achieve aminimum of compressive strength of 5000 psi at 28 days.Residential foundation notes:Foundations have been designed under the assumption that suitable soils are present that have a minimumbearing capacity of 2000 psf. Contractor shall be responsible for verification of soil bearing capacity.Soil foundations shall be compacted to 95% of the modified proctor dry density.Footings shall bear on undisturbed soil, a minimum of 12-inches below natural grade.Contractor shall be responsible for locating, protecting, and relocating, as required, all service and utilitylines in the vicinity of the work site.Contractor shall be responsible for job site safety, protection of public, and temporary bracing ofexcavations during construction.03 30 00 CONCRETEConcrete work shall conform to ACI 318/318R and ACI 301. All concrete shall have a minimum compressivestrength of F'c=4000 psi at 28 days. Concrete shall have a maximum w/c ratio of 0.6 and a maximum slumpof 4 inches.Reinforcing bars shall conform with ASTM A615, Grade 60. Placement shall be in accordance with projectdrawings, ACI 301, and the CRSI manual of practice.Stainless steel rebar, if used, shall have 60ksi yield strength, and be compliant with ASTM CA955.Splices in top steel shall be at the Midspan. Splices in bottom reinforcement shall be over the supports,U.O.N.Admixtures containing Calcium Chloride shall not be used.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, unless otherwise noted.All reinforcing bars shall have a minimum of 3 inches of concrete cover.Reinforcement shall be held firmly in position with standard accessories during placement of concrete. Useplastic accessories where concrete is exposed to soil or weather.Exposed concrete surfaces shall have a fine hair broom finish.Contractor shall, at its expense, engage an independent testing company to obtain concrete slumpmeasurements per ASTM C 143 and (3) cylinders for compressive strength testing per ASTM C 39 and C 873.(1) test shall be conducted at 7-days and (2) tests shall be conducted at 28-days. Separate tests shall becompleted for each day of concrete placement.Threshold inspections, if required by the municipality, shall be coordinated by the contractor at all necessaryintervals and paid for by the owner.03 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.06 06 10 WOOD CONNECTORSAll fastening not noted shall be per typical detail or code requirements (FBC Table 2304.9.1).All fastenings to preservative treated wood shall be stainless steel.All fastenings to exposed the the exterior shall be stainless steel.Position fasteners 3/8" from the edge of panels/boards. Position fasteners a minimum of 2" from corners ofpanels.Wood strapping and anchorage connectors shall be as manufactured by Simpson Strong-Tie Company,inc. Or other manufacturer with current and equivalent i.C.B.O. Approval.Straps shall secured with similar material fasteners.All Simpson or approved equivalent wood anchorage and strapping devices shall be installed in strictaccordance with the manufacturer's specifications.All Hilti or approved equivalent anchors and epoxy shall be installed in strict accordance with themanufacturer's specifications.
This drawing is the property of alta engineering company.Any use or reproduction without the expressed writtenconsent of alta engineering company is prohib
ited. Allrights of design and invent
ion 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 62476For Three Bedroom Unitfor:Ocean Villages2233 Seminole RoadAtlantic Beach, FL 322331.01 - Cover Sheet / Vicinity Map2.01 - Notes2.02 - Notes3.01 - Plan Views4.01 - Front Elevation4.02 - Side Elevation5.01 - Details-For Review Only05-24-21Wood Balcony Replacement2.0206 10 53 SAWN LUMBERFraming lumber shall comply with the latest edition of the grading rules of the Western Wood ProductsAssociation (WWPA) or the West Coast Lumber Inspection Bureau (WCLIB). All sawn lumber shall bestamped with the grade mark of an approved lumber grading agency and shall have minimum propertieswhich meet or exceed the following wood types:Wood headers, rafters, joists, beams, top plates------------------------------------------------------------------------------ #2 SYPWall studs---------------------------------------------------------------------------------------------------------------------- #3 SYP or #2 SPFBridging, non-structural------------------------------------------------------------------------------------------------------------ SYP or SPFAll wood in contact with masonry, concrete, earth or exposed to the elements shall be alkaline copperquaternary (ACQ) preservative treated. Preservative treatment shall be in accordance with requirementsof the American Wood Preservers Association (AWPA).Stud cutting: side notches shall not exceed 25% of the stud width. Drilled holes shall not exceed 40% of thestud width and shall be greater than 5/8" from the stud edge. Both notches and holes are not permitted tobe cut in the same member.Beam cutting: lateral wood framing members shall not be notched or drilled without prior approval of thestructural engineer.Studs shall be doubled at all corners, angles and wall openings. Openings shall have a minimum of one jackand one king stud.Openings greater than 3'-0" shall have (2) jack studs and (2) king studs.Studs shall be tripled below girder truss bearing.Framed walls shall have a double top plate and single sole plate.The sole plate anchors shall be placed with a minimum 2-inch clearance to the slab edge.Provide blocking at all exterior wall sheathing butt joints.Provide continuous blocking between supports at all hips, ridges, valleys and changes in roof slope.Provide blocking in the floor space between vertically aligned studs.07 90 00 SEALANTSAll exterior sealants shall be Sikaflex 15LM or approved equivalent polyurethane sealant unless otherwisespecified.Textured brush-grade sealant shall be BASF MasterProtect FL-746 or approved equivalent.Metal to metal sealants shall be Dow 795 or approved equivalent.All backer rod shall be dual-cell.Bond breaker tape shall be as manufactured by Pecora or approved equivalent. Width, as required toproperly back joint.Joint preparation, cleaning and installation shall be in strict accordance with the manufacturers instructionsand ASTM C 1193.All disrupted sealant joints over flashings shall have the weep holes filled with Honeycomb polypropylenebaffle vents such as H-B Quadra Vent or approved equivalent, compliant with ASTM D2240, D790B andD128B.Verify compatibility of sealant or the requirement of primers with all substrates to be sealed with themanufacturer.Clean all areas to be sealed to remove all laitanceSealants shall be tooled smooth, straight and uniform. Use tape to ensure straight lines and to prevent straysealant overages.All sealant joints shall be backed with bond breaker tape or backer rodSealants shall be of an approved profile and provide the minimum bond face required by themanufacturer.Remove all sealant spills and overages from building surfaces.All polyurethane sealants shall be painted.09 91 00 PAINTINGPaint applied to stucco shall be (2) coats of Benjamin Moore 055 Super Spec Masonry over (1) coat ofBenjamin Moore 066 Acrylic Masonry Sealer or approved equivalent elastomeric paint system, to match theexisting.Paint applied to wood shall be (2) coats Benjamin Moore Ultra Spec EXT House Paint N448 over (1) coat ofBenjamin Moore 094 Fresh Start Alkyd Primer (if over new wood or if required by the manufacturer onpreviously painted wood) or approved equivalent paint system.Prepare all metal surfaces to receive paint to an SSPC-3 finish.Clean, sand, wash and prime all existing surfaces to be painted to remove all surface laitance per themanufacturer's requirements. All existing scaled or delaminated paint shall be removed by meansnecessary.Stucco shall be permitted to cure for 28-days prior to painting. Prior to painting, all plastic shrinkage cracksshall be detailed with brush-grade sealant per the manufacturer's instructions.Allow all sealants to cure (1) week prior to covering sealants with paint.Prior to painting all dissimilar material abutments and all similar material abutments shall be sealed with aproperly profiled and backed high-quality polyurethane sealant. All sealants shall be continuous andtooled.Protect surfaces not to be painted. Contractor shall be responsible for cleaning or replacing all propertyaffected by over spray.Prime surfaces (new and existing) per the manufacturer's recommendations.Paint and coatings shall be installed in strict accordance with the manufacturer's specifications and shall besuitable for use over the substrate applied.Color shall be as selected by the owner.Finished paint surface shall be smooth and free of streaks, drips, piles, brush end marks, off-color areas oromitted areas.Color shall match the existing appearance of the building.Paint shall be applied to cover the entire planar wall surface if any portion of the wall plane is repaired oraffected by the repair work. Paint application shall be vertically and laterally extended to the nearestinterior or exterior corner (laterally) and the soffit or ground (vertically).
1 - RAILING PLAN [3BR]Scale: 1/2" = 1'-0"2 - FRAMING PLAN [3BR]Scale: 1/2" = 1'-0"Existing CMU wall2x10 top rail2x62x42x2 pickets @ 4" O.C.6x6 column2x6LU28SS joist hanger2x6 deck boards2x10 joists @ 16" O.C.2x12 ledger(2) 2x12 end joistLUS210-2 SS joist hanger(3) 5/8" SS carriage bolt(2) 5/8" SS carriage bolt(2) 2x12 beam2x6 knee braces1/2" Ø SS expansion bolt @ 16" O.C. w/4" min. embed, stagger top and bottomNotch out column toreceive first ply of (2) 2x126x6 column, typ.Existing CMU wall, fill all cellsabutting deck w/ grout7'-9"20'-0"18'-5 1/2"7'-10 1/2"19'-9"19'-6"8'-0"This drawing is the property of alta engineering company.Any use or reproduction without the expressed writtenconsent of alta engineering company is prohib
ited. Allrights of design and invent
ion 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 62476For Three Bedroom Unitfor:Ocean Villages2233 Seminole RoadAtlantic Beach, FL 322331.01 - Cover Sheet / Vicinity Map2.01 - Notes2.02 - Notes3.01 - Plan Views4.01 - Front Elevation4.02 - Side Elevation5.01 - Details-For Review Only05-24-21Wood Balcony Replacement3.011:57 pm, Jun 27, 2022
1 - BALCONY FRONT ELEVATION [3BR]Scale: 1/2" = 1'-0"LU28SS joist hanger2x6 deck boards2x10 joists @ 16" O.C.(2) 2x12 end joistLUS210-2 SS joist hanger, beyond(3) 5/8" SS carriage bolt(2) 5/8" SS carriage bolt(2) 2x12 beam4x4 knee braces1/2" Ø SS exp. bolt @ 16" O.C. into 2x12ledger and existing CMU wall w/ 4"min. embed, stagger top and bottom6x6 columnABU66SS5/8" Ø x 6" SS expansion bolt5-1/2" square concrete pedestalNew concrete footing(3) #4 E.W.Compact soil below footingExisting grade or hardscape2x10 top rail2x62x2 pickets @ 4" O.C.20'-0"3'-4"AS REQUIRED TO MEET SGD THRESHOLD19'-6"NOTE: Join all framing members withmultiple plies together with (2) rows ofSS 10d nails or #10 screws @ 8" O.C.(2) 1/4" Ø carriage bolt, typ.at top of all knee braces1/2" Ø carriage bolt w/ nut andwasher in counter-sunk hole~60°, to fit between joists. All angles to be the sameThis drawing is the property of alta engineering company.Any use or reproduction without the expressed writtenconsent of alta engineering company is prohib
ited. Allrights of design and invent
ion 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 62476For Three Bedroom Unitfor:Ocean Villages2233 Seminole RoadAtlantic Beach, FL 322331.01 - Cover Sheet / Vicinity Map2.01 - Notes2.02 - Notes3.01 - Plan Views4.01 - Front Elevation4.02 - Side Elevation5.01 - Details-For Review Only05-24-21Wood Balcony Replacement4.011:57 pm, Jun 27, 2022
1 - BALCONY SIDE ELEVATION [3BR]Scale: 1/2" = 1'-0"LU joist hangers2x6 deck boards2x10 joists @ 16" O.C.(2) 2x12 end joist(3) 5/8" SS carriage bolt(2) 5/8" SS carriage bolt(2) 2x12 beam4x4 knee braces1/2" Ø SS expansion bolt@ 16" O.C. into 2x12ledger and existing CMUwall w/ 4" min. embed,stagger top and bottom6x6 columnABU66SS1x12 trim boardsto conceal ABU5/8" Ø x 6" SS expansion bolt5-1/2" squareconcrete pedestalNew concrete footing(3) #E.W.Compact soil below footingExisting grade or hardscape2x10 top rail2x62x2 pickets @ 4" O.C.2x42x68'-0"7'-9"3'-4"AS REQUIRED TO MEET SGD THRESHOLD~60°, to fit between joists. All angles to be the sameThis drawing is the property of alta engineering company.Any use or reproduction without the expressed writtenconsent of alta engineering company is prohib
ited. Allrights of design and invent
ion 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 62476For Three Bedroom Unitfor:Ocean Villages2233 Seminole RoadAtlantic Beach, FL 322331.01 - Cover Sheet / Vicinity Map2.01 - Notes2.02 - Notes3.01 - Plan Views4.01 - Front Elevation4.02 - Side Elevation5.01 - Details-For Review Only05-24-21Wood Balcony Replacement4.021:58 pm, Jun 27, 20221:58 pm, Jun 27, 2022
1 - TYPICAL FOOTINGScale: 1" = 1'-0"6x6 columnABU66SSPT 1x8 trim boardsto conceal ABU5/8" Ø x 6" SS expansion boltSquare concrete pedestalNew concrete footing(3) #4 E.W.Compact soil below footingExisting grade or hardscape8"4" min.2"2'-0"2 - TYPICAL RAILING SECTION [3BR]Scale: 1" = 1'-0"#14 x 3" SS wood screws2x10 sloped inward 1/4":12"2x62x2 pickets @ 4" O.C.(2) #10 x 3" SS deck screws per joist2x6 deck boards#14 x 3" SS wood screws, (2) per picket top and bottomNotch 6x6 column to receive inner ply of 2x12 beam(2) 2x12 beam2x10 joists6x6 column#14 x 3" SS wood screws, (2) per picket top and bottomPT 2x8 trim boardsto conceal ABU9"#3 dowelThis drawing is the property of alta engineering company.Any use or reproduction without the expressed writtenconsent of alta engineering company is prohib
ited. Allrights of design and invent
ion 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 62476For Three Bedroom Unitfor:Ocean Villages2233 Seminole RoadAtlantic Beach, FL 322331.01 - Cover Sheet / Vicinity Map2.01 - Notes2.02 - Notes3.01 - Plan Views4.01 - Front Elevation4.02 - Side Elevation5.01 - Details-For Review Only05-24-21Wood Balcony Replacement5.01
Revision Request/Correction to Comments **ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED. City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________
Revision to Issued Permit OR Corrections to Comments Date: ________________
Project Address: ____________________________________________________________________________________
Contractor/Contact Name: ____________________________________________________________________________
Contact Phone: ______________________________ Email: _________________________________________________
Description of Proposed Revision / Corrections:
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
I_______________________________ affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
Will proposed revision/corrections add additional square footage to original submittal?
No Yes (additional s.f. to be added: _____________________________)
Will proposed revision/corrections add additional increase in building value to original submittal?
No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent: _______________________________________________________
__________________________________________________________________________________________________
(Office Use Only)
Approved Denied Not Applicable to Department Permit Fee Due $_______________
Revision/Plan Review Comments_______________________________________________________________________
__________________________________________________________________________________________________
Department Review Required:
Building _____________________________________________
Planning & Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities _____________________________________________
Public Safety Date
Fire Services Updated 10/17/18
RES22-0128
05/25/2022
2233 Seminole Road, Atlantic Beach, FL 32233
Remodeling A to Z & Home Repair
(904) 813-6192 remodelingatoz@gmail.com
Following with an email of the engineer specs for balcony replacement with the requested seal.
Contractor coming in person to complete cover page.
Remodeling A to Z & Home Repair
4
4
4
By Jennifer Johnston at 3:49 pm, May 27, 2022
50.00
By Mike Jones at 2:02 pm, Jun 27, 2022
X
Missing information on drawings.
Revision Request/Correction to Comments **ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED. City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________
Revision to Issued Permit OR Corrections to Comments Date: ________________
Project Address: ____________________________________________________________________________________
Contractor/Contact Name: ____________________________________________________________________________
Contact Phone: ______________________________ Email: _________________________________________________
Description of Proposed Revision / Corrections:
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
I_______________________________ affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
Will proposed revision/corrections add additional square footage to original submittal?
No Yes (additional s.f. to be added: _____________________________)
Will proposed revision/corrections add additional increase in building value to original submittal?
No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent: _______________________________________________________
__________________________________________________________________________________________________
(Office Use Only)
Approved Denied Not Applicable to Department Permit Fee Due $_______________
Revision/Plan Review Comments_______________________________________________________________________
__________________________________________________________________________________________________
Department Review Required:
Building _____________________________________________
Planning & Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities _____________________________________________
Public Safety Date
Fire Services Updated 10/17/18
RES22-0128
06/15/2022
2233 Seminole Road Unit 8, Atlantic Beach, FL 32233
A to Z Remodeling
(423) 413-4562 remodelingatoz@gmail.com
Resubmitting the engineer architectural plans with knee brace corrections.
A to Z Remodeling
4
4
4
By Toni Gindlesperger at 4:46 pm, Jun 15, 2022
By Mike Jones at 2:08 pm, Jun 27, 2022
75.00X