2277 SEMINOLE ROAD L FOUN24-0002 PermitOWNER:ADDRESS:CITY:STATE:ZIP:
UNDERWOOD ANTHONY
LEON 2277 SEMINOLE RD APT L ATLANTIC BEACH FL 32233-5951
COMPANY:ADDRESS:CITY:STATE:ZIP:
ALPHA FOUNDATION
SPECIALISTS 55 Industrial Loop Dr N Orange Park FL 32073
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
168344 0120 DEWEES GRANT S/D PT
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
2277 SEMINOLE RD L
FOUNDATION ONLY SINGLE OR
TWO FAMILY FOUNDATION
ONLY
FOUNDATION REPAIR $16241.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $135.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $67.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.04
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: 4/8/2024
PERMIT NUMBER
FOUN24-0002
ISSUED: 4/8/2024
EXPIRES: 10/5/2024
FOUNDATION ONLY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.03
TOTAL: $207.57
2 of 2Issued Date: 4/8/2024
PERMIT NUMBER
FOUN24-0002
ISSUED: 4/8/2024
EXPIRES: 10/5/2024
FOUNDATION ONLY 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 Dry-In
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 - Phone: 904-247-5826 - Email: Building-Dept@coab.us
Public Works/Utilities - Phone: 904-247-5834
Fire Department - Phone: 904-630-4789
* 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
Date:Project:Address:Push Pier Foundation Support System AnalysisFDN Engineering, LLC2412 N 179th St.Omaha, NE 68116(402) 739-9642March 28, 2024Underwood Residence2277 Seminole RoadAtlantic Beach FL 32233 This report is prepared for Alpha Foundations (contr actor) by FDN Engineering (engineer). Push piers are proposed for installation at the above referenced project. The foundation support system is intended to stabilize and potentially lift the existing foundation structure – reducing pressure on existing soils. Load requirements for the push piers were calculated at areas identified by the contractor. Engineer performed design for this project - see page 2 for engineering notes and results. See page 3 for details of the push pier foundation supports. See page 4 for a layout of the supports proposed by contractor on a footprint of the structure.To the best of my professional knowledge and belief, the design of the push pier support system meets the structural requirements of the 2023 Florida Building Code, Eighth Edition to the extent that it applies to our scope of work. Upon completion of the foundation support system, the contractor shall supply engineer a log of the installed locations, depth, and final drive pressure of the push piers. Engineer will evaluate the log and prepare a letter of completion for closeout, if necessary.Page 1 of 4
Push Pier Project Notes (contractor to inform engine er if assumptions are inaccurate):1.2.3.4.5.6.7.Push Pier Analysis and Results:8.9.10. (allowable stress combinations).11.12.13.14.15.16.17. FDN Engineering, LLC2412 N 179th St.Omaha, NE 68116(402) 739-9642We recommend installing piers with a 2-7/8” dia. shaft (PP21617-34) and a 48" external sleeve.16,200 lbsMaximum, worst-case, total load on a push pier isThe systems should be used on structures that are fixed from translation or braced to prevent translation of the foundation. The surrounding soil must provide continuous lateral support.All design loads are based on guidance from the applicable building code.Push piers are designed to support axial compression load only.Where voids are created below the slab during lifting, it is recommended to fill with PolyRenewal. Use compacted soil around the footing.Only local effects have been checked on existing structural members (e.g., concrete bearing at
pier bracket). The integrity of the existing supported structure is outside of our scope of work.The pier was designed as plain steel corroded with capacities assuming a 50-year scheduled sacrificial loss in thickness per ICC-ES AC406. Contractor may fill shaft with cementitious grout for added corrosion protection.Pier shall not be installed in recently backfilled sites or where there is possible sinkhole activity. Notify engineer if foundation is cracked between piers.Structure is two-story, residential with 4 in slab on grade floor & wood-framed walls.Contractor will install push piers, brackets, and all related components per the support manufacturer’s current installation instructions and Evaluation Report ESR-5005.the target pressure w/ depth greater than 5 ft, stop driving - pier is adequate for structure support.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.March 28, 2024Add/drive pier sections until a suitable load bearing stratum is encountered. The structure will lift OR target pressure is achieved.Chad A. Keller, P.E. on the date adjacent to the seal.Contractor may use up to 4 ft long spreader beams to improve the footing's spanning capability by carrying load from the footing to the pier (L6x2x 3/8, ASTM A36 Grade 36). Always, use below doors and windows cut to within 2 ft of footing.3,400 psiThis item has been digitally signed and sealed by Push pier spacing along the foundation shall not exceed 6'-0" O.C. and 2-ft from a corner.An install hydraulic drive pressure of using drive cylinder FS35DC (288 - Red) should achieve the desired ultimate load or lift the structure. If the structure begins to lift prior to hitting A factor of safety of 2.0 is conservatively used for push pier systems. The drive and lock-off loads are easily measured indicating the actual supported load.Do not place pier directly under door/window (w/in 24 " from footing). Contact engineer if condition exists.Page 2 of 4
FDN Engineering, LLC2412 N 179th St.Omaha, NE 68116(402) 739-9642Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.March 28, 2024Chad A. Keller, P.E. on the date adjacent to the seal.This item has been digitally signed and sealed by Footing Detailand Wall VariesNote:Per report, spreader beam may be used atcontractor's discretion. This may be used toto improve the footing's spanning capabilitybelow an opening.Foundation BracketSteel Angle SpreaderBeam Placed on Bracket(See Report/Plans forSize) SPREADER BEAM DETAILDo NOT Fasten/AttachBracket to FoundationTemporaryExcavationLoad BearingStratumStarter TubeExisting Structure(Varies)Push Pier & ExternalSleeve Locate Per Plan(See Report for Shaft &Sleeve Size)FrictionReduction CollarNote:See manufacturer's specificationsfor more information regarding theshaft, sleeve and bracket's materialand capacities.PUSH PIER TO FOOTING DETAILFooting Detailand Wall VariesConcrete Footing(Chip Flush w/ Stemwall,+/- 2" as Required)Foundation Bracket(Vertical Face w/in 2" of Fndn)Page 3 of 4
Push Pier Notes:1.2.3.Hydraulic drive pressure = 3,400 psi4.Calculated ultimate load =32,400 lbs5.Pier max spacing is 6'-0", UNO.
Start 2' from corners.6.7.DRAWING NOT TO SCALE(402) 739-9642Omaha, NE 681162277 Seminole RoadPrinted copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.March 28, 2024Install per push pier manufacturer’s
instructions and technical specs.
Residential construction, two-story.sealed by Chad A. Keller, P.E. on the dateadjacent to the seal.Atlantic Beach FL 32233Underwood Residence 2412 N 179th St.This item has been digitally signed andSpacing may vary based on field
conditions. +/- 1 ft from noted spacing.Project:FDN Engineering, LLCLayout of (7) push piers, (PP21617-34).Page 4 of 4 1 62345
7
LEGEND:
Indicates Push Pier
and Mark Number#
PARTIAL FOOTPRINT
OF PROPERTY