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1950 Beach Ave FOUN23-0015 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP: LAND TRUST NO 1950 1950 BEACH AVE ATLANTIC BEACH FL 32233 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: 169526 0000 SECTION LAND JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1950 BEACH AVE FOUNDATION ONLY SINGLE OR TWO FAMILY FOUNDATION ONLY FOUNDATION REPAIR AND STABILIZATION $3666.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $70.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $35.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 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: 11/28/2023 PERMIT NUMBER FOUN23-0015 ISSUED: 11/28/2023 EXPIRES: 5/26/2024 FOUNDATION ONLY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 TOTAL: $109.00 2 of 2Issued Date: 11/28/2023 PERMIT NUMBER FOUN23-0015 ISSUED: 11/28/2023 EXPIRES: 5/26/2024 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 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 FOUNDATION REPAIR AND STABILIZATION 1950 BEACH AVE ALPHA FOUNDATION SPECIALISTS FOUN23-0015 FOUN23-0015 Reference: Timothy D. Triplett, P.E.Attachments: Senior Engineer Alpha Foundations Email: Tim.Triplett@groundworks.com Product Evaluation Report by ICC-ES Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, Florida 32233 Tracey & Dirk Deverill Alpha Customer #207667 1950 Beach Avenue Atlantic Beach, Florida 32233 Engineering Report for Permit Application General Commentary November 14, 2023 Layout Plan Design Calculations To Whom It May Concern: As part of the permit application for structural repairs,Alpha Foundations is providing engineering commentary relative to the proposed installation of Push Piers for the above-referenced project.At this time,Alpha Foundations proposes installing 2 Push Piers on this existing single family home.Detailed information about the product and existing building structure are outlined in the attached report. The purpose of foundation piers will be to stabilize the existing foundation by providing supplemental support to areas that are experiencing distress,and prevent further foundation settlement.With the exception of localized excavation required for the installation of the push piers, excavation adjacent to the footing will not be performed. A log of installed locations,depths, and readings of the piers will be recorded.After completion of the foundation support system,we will evaluate and prepare a letter of completion for closeout. The commentary provided herein is intended to provide guidance during the planning and installation phases of the project.The design follows good engineering practice and is meeting requirements of the current 2020 Florida Building Code,7th Edition. Please feel free to call us if you have any questions or if we can be of any further assistance. Respectfully, BLDG DEPT.: DATE:[Report Format Rev. 6/23/22] PROJECT: ADDRESS: INSP: QTY.:2.0 Each [SEE PRODUCT DETAILS - ATTACHED]6.0 Feet GENERAL ISSUE: PROP. SOLUTION: 4,000 plf NOTE: N/A 100 psf 12 - inches (Below Final Exterior Grade) 12 6 SOIL CONDITIONS:N/A Coh. (psf):N/A Phi (Ø):N/A ɣ (pcf):N/A 1,500 psf N/A SITE CONDITIONS:N/A N/A N • Presumed Brg. Capacity:• Shrink-Swell Potential: ENGINEERING REPORT FOR BUILDING PERMIT APPLICATION SCOPE-of-WORK - in. (Square) • Footing Reinforcement (Typ.): N/A • Soil Type (USCS): [At or Near Footing Depth] • Footing Thickness (Typ.): [Cont. Wall + Isol. Pier] - in. (Cont.) - in. (Square) • GWT (ft):• Frost Depth (in): A. Footing Characteristics and Soil Conditions provided by: N/A B. Is Site Plan Available (Y/N)?:N/AGen. Grading & Topo.: • Loads: [@ Footing Level]Walls: [LL + DL] [Based on Typical IRC/FBC Load Tables]Floor: [LL + DL] [Add upper wall and point loads if any] • Footing Embedment Depth (Typ.): • Footing Width (Typ.): [Cont. Wall + Isol. Pier] - in. (Cont.) • Exterior:Stucco • Foundation:Slab with Integral Footings / Continuous • Stories:3 • Construction: STRUCTURE DESCRIPTION: • Classification:Single Family Residence Install piers to stabilize foundation [SEE PLAN - PAGE 2] SPACING (Typ):[+/-12" Is Allowable] IMG Push Pier PP21617-34 Cracking and settlement observed in foundations Alpha Customer #207667 1950 Beach Avenue [7th edition] November 14, 2023 CODE:FBC 2020 800 Seminole Road Atlantic Beach, Florida 32233 Atlantic Beach Building Department Atlantic Beach, Florida 32233 D. Kestner INSP. DATE:11/10/2023 OVERVIEW: As requested by the owner/representative of the above referenced project (client), Alpha Foundations inspector visited the project and performed a visual inspection of readily accessible foundation areas (slabs, walls, and piers) and associated structural framing elements. Unless noted below, destructive testing and evaluation was not performed. Based on this inspection, Alpha Foundations Inspector and the client agreed to the following "Scope-Of- Work". Alpha Foundations • 66 Industrial Park Dr. • Monticello, FL 32344 • (850) 877-1313 REPORT PAGE 1 OF 4 Atlantic Beach Building Department 1 - 2 - 3 - 4 - SEE ATTACHED DRAWING IMG Push Pier Piers may be relocated to interior of wall per field conditions to avoid interference with existing utilities or structure. Spreader beams equivalent to grade ASTM A53 Grade B HSS 6x2x1/4 up to 5ft long or equivalent can be used to improve footing span under doors and windows. GENERAL COMMENTS: Unless noted otherwise here or on page 1, site plan is prepared using county public data, for reference only & not to scale. Pier locations shown are to allow for field adjustment within the allowable maximum tributary span shown on page 1. SITE and LAYOUT PLAN BUILDING DEPT.: PROJECT: DATE:November 14, 2023 Alpha Customer #207667 Alpha Foundations • 66 Industrial Park Dr. • Monticello, FL 32344 • (850) 877-1313 REPORT PAGE 2 OF 4 Atlantic Beach Building Department DESIGN CALCULATIONS: 4,000 plf 6 feet tolerance of +/- 12" (see page 2 for specified spacing) • Using the wall load and pier spacing indicated above, the load on each pier will be: 24,000 lbs [SEE NOTE 1 BELOW] • Installation Hydraulic Pressure for Stabilization:3400 psi See NOTE 2 below • Anticipated Hydraulic Pressure for lift:5100 psi See NOTE 3 below Final pressure may vary based on field conditions DESIGN COMMENTS: OK • Push Piers Design Spacing:Spacing value is for calculations only & to include field PIER LOAD = Wall Load x Spacing = of this report, assume a wall load of: • Based on wall loading and building characteristics outlined in the front page of this report. DESIGN CALCULATIONS - PUSH PIERS BUILDING DEPT.: PROJECT:Alpha Customer #207667 DATE:November 14, 2023 NOTE 1: This actual load is less than the “Average” Allowable Load per Pier of 28.1 kips; therefore OKAY). Factor of Safety (FS) exceeds 2. See allowable system capacity ratings in the ICC-ES Report (attached). NOTE 2: These parameters are provided for stabilization of the existing foundation. NOTE 3: These parameters are provided in the event of requested lift. Owner should be aware of potential risk of supplemental interior and exterior cosmetic damage (stucco, drywall, tile, etc...) Alpha Foundations • 66 Industrial Park Dr. • Monticello, FL 32344 • (850) 877-1313 REPORT PAGE 3 OF 4 Atlantic Beach Building Department ATTACHMENTS:Yes Yes NA • A. ICC-ES Evaluation Report & Product Details • B. Driving Force Reference Sheet • C. Soil Report GENERAL COMMENTARY, LIMITATIONS and ATTACHMENTS BUILDING DEPT.: PROJECT:Alpha Customer #207667 DATE:November 14, 2023 GENERAL COMMENTARY The recommendations provided herein are based on our understanding of the project and subsurface characteristics at the time of this report.If differing project conditions are encountered, Alpha Foundations field personel shall notify Engineering Department immediately for resolution. Unless determined by a site specific soil boring and laboratory soils analysis,the bearing capacity (net allowable soil pressure)referenced in the first page of this report is based on our experience with soils in the project area as well as the “Presumptive Load-Bearing Values” as outlined in the current 2020 Florida Building Code,7th Edition.It should be noted that subsurface conditions can vary across the site due to natural occurence or because of construction,clearing, filling,or cut and grading operations. The information presented in this report is provided as support to proposed pier installation as outlined in the previous pages. This report does not represent commentary on causation of foundation or structural damage (flood, wind, ground subsidence, etc.). Any additional work shall be considered beyond the scope of these analyses. Alpha Foundations • 66 Industrial Park Dr. • Monticello, FL 32344 • (850) 877-1313 REPORT PAGE 4 OF 4 Page 1 of 9 DIVISION: 31 00 00 EARTHWORK Section: 31 63 00 Bored Piles REPORT HOLDER: INDEPENDENCE MATERIALS GROUP, LLC (IMG) EVALUATION SUBJECT: IMG PUSH PIER MODEL NO. IMG PP21617-34 1.0 EVALUATION SCOPE Compliance with the following codes: 2021, 2018, 2015, and 2012 International Building Code® (IBC) 2021, 2018, 2015, and 2012 International Residential Code® (IRC) Property evaluated: Structural 2.0 USES IMG Push Pier is used as support for structures to recover lost elevations and to provide uniform supplemental support to foundations. The IMG Push Pier provides structural lift and is intended to stop further settlement of the structure. This product is used for residential, commercial, and industrial foundation settlement problems, and may be installed in either interior or exterior applications. When IMG Push Pier is installed under the IRC, an engineered design is required in accordance with IRC Section R301.1.3. 3.0 DESCRIPTION 3.1 General: IMG model PP21617-34 is a push pier system consisting of an under footing self-standing bracket body, a reinforcing sleeve that passes through the bracket body, a pier tube shaft that is hydraulically advanced to a firm bearing strata, and the associated hardware consisting of threaded rods and nuts passing through a solid steel cap plate. Certain parts are offered in both a black, non-coated version and a hot dipped coated version designated by the suffix (G). 3.2 System Components and Materials: 3.2.1 Bracket Body: #PP21617-34B is fabricated using 0.375 inch (9.5 mm) ASTM A572 Grade 50 flat plate or ASTM A36 flat plate and CNC cut and bent to the required shapes. Additional bracket body parts consist of two (2) 1.66 inches OD x 0.140-inch (42 mm OD x 4 mm) ASTM A500 Grade B tube spacers and one (1) 4 inches OD x 0.188 inch x 113/16 inches (102 mm OD x 4.8 mm x 284 mm) ASTM A513 Grade 1026 or A500B(C) tube body. The sand plate is CNC cut from 0.250-inch (6.4 mm) ASTM A36 or A572 steel. 3.2.2 External Sleeve: #PP21617-48ES is fabricated using ASTM A500 Grade B/C 3.5 inches OD x 0.216 inch x 48 inches (89 mm OD x 5.5 mm) wall tube with a 4 inches OD x 0.219 inch x 1 inch (102 mm OD ICC-ES Evaluation Report ESR-5005 Reissued October 2023 This report also contains: - CHI Supplement - CBC Supplement - FBC Supplement Subject to renewal October 2024 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2023 ICC Evaluation Service, LLC. All rights reserved. ESR-5005 Page 2 of 9 x 5.6 mm x 25 mm) ASTM A513 Grade 1026 tube ring welded to the end to serve as a hard stop. Alternatively, a ¾ inch (19 mm) long ring of the 4 inches OD x 0.226 inch (102 mm x 5.7 mm) tube may be welded ½ inch (13 mm) down from the leading edge using four (4) 1 inch (25 mm) fillet welds or a flared end on the tube create a hard stop. 3.2.3 Pier Cap Plate: #PP21617-34CAP is fabricated using ASTM A36 1-inch x 4 inches (25 mm x 102 mm) flat bar stock and cut to 9 inches (229 mm) length. A ¾ inch (19 mm) long ring is cut from 3.5 inches OD x 0.216-inch (89 mm x 5.5 mm) ASTM A500 Grade B tube and is stitch welded using four (4) 1-inch (25 mm) evenly spaced ¼ inch (6 mm) fillet welds. 3.2.4 Lifting Rods and Nuts: Lifting rods and nuts consist of two (2) 16 inches (406 mm) long threaded rods and four (4) hex nuts. The flat washers meet ASTM F436 Type 1. See Table 2 for details of the approved threaded rods and nuts. 3.2.5 Starter Pipe: #PP21617-50SP is fabricated using a 2.875 inches OD x 0.165 inch (73 mm x 4 mm) wall thickness tube meeting ASTM A500 Grade C. A 1 inch (25 mm) long section of a 3.5 inches x 0.300 inch (89 mm x 7.6 mm) wall tube meeting ASTM A500 Grade C is fillet welded to the leading edge of one end of the tubing to serve as a friction reducing collar or a ¾ inch (19 mm) long ring welded ½ inch (13 mm) down from the leading edge using four (4) 1 inch (25 mm) fillet welds. Alternately, a 31/8 inches (79 mm) OD x 3/16 inches (5 mm) wall x 1-inch (25 mm) long tube meeting ASTM A500 is swagged inside the leading edge. Tube shaft material is galvanized using a three-coat inline process meeting ASTM 1057 with a minimum galvanized thickness of 0.85 to 1.19 mils (0.02 to 0.03 mm). 3.2.6 Tube Extension: #PP21617-36PTP is fabricated using a 2.875 inches OD x 0.165 inch (73 mm x 4 mm) wall thickness tube meeting ASTM A500 Grade C. A 2.5 inches x 0.188 inch (64 mm x 8 mm) wall x 6 inches (152 mm) long nipple meeting ASTM A513 Grade 1026 is inserted into one end of the tube and is held in position by three (3) ¼ inch (6 mm) hydraulically punched dimples installed to create a triangular shape and approximately in equal distances around the pipe. Tube shaft material is galvanized using a three-coat inline process meeting ASTM 1057 with a minimum galvanized thickness of 0.85 to 1.19 mils (0.02 to 0.03 mm). 4.0 DESIGN AND INSTALLATION 4.1 Design: 4.1.1 General: Engineering calculations (analysis and design) and drawings, must be prepared by a registered design professional, submitted to and be subjected to the approval of the code official for each project, and must be based on accepted engineering principles, as described in IBC Section 1604.4 and must conform to 2021, 2018, 2015 and 2012 IBC Section 1810. The design method for the steel components is in Allowable Strength Design (ASD) as described in IBC Section 1602 and AISC 360 Section B3.4. The engineering analysis must address hydraulically driven foundation system performance related to structural and geotechnical requirements. A soil investigation report in accordance with this Section must be submitted for each project, when requested by the authority having jurisdiction. The soil interaction capacity between the pier and the soil including the required safety factor and the soil effects of the hydraulically driven steel pier installation must be determined in accordance with the applicable code by a registered design professional. 4.1.2 Bracket Capacity: The compression load ratings of the push pier brackets with a maximum unsupported length below the bracket bearing plate of 5 feet (1.52 m) are provided in Table 1 of this report. The concrete foundation must be designed and justified to the satisfaction of the local code official with due consideration to the eccentricity of the applied loads, including reactions provided by the brackets, acting on the concrete foundation. Only localized limits states of the steel components to the piles have been evaluated in this evaluation report. Other limit states are outside the scope of this evaluation and must be determined by the registered design professional. The effects of reduced lateral sliding resistance due to uplift from wind or seismic loads must be considered for each project. 4.1.3 Tube Shaft Capacity: The tube shaft capacity has not been evaluated and is outside the scope of this report. 4.2 Installation: rained installers in accordance with this section (Section 4.2), the site-specific approved construction documents (engineering ESR-5005 Page 3 of 9 1- A site survey is necessary of the area where the piers are going to be driven to locate any possible interference such as utilities, plumbing, electrical or phone lines. 2- An area of approximately 2.5 square feet (0.23 square meter) to a depth of 8.5 inches (216 mm) below the bottom of the footing will need to be excavated at each pier location. The excavated concrete bearing surface shall be free of all soil, debris, and loose concrete prior to installation of the push pier system. 3- The bearing area around the footing must be a smooth and level condition while adjusting the face of the stem wall to vertical at the point of the bracket attachment. Notching of the concrete footing may be necessary and shall be performed under the guidance of a registered design professional and approval of the code official. 4- The existing structure is used as a reaction force with a hydraulic pump and cylinder combination to drive the pier into the soil. 5- Adjacent piers must not be advanced simultaneously. 6- Each installed Push Pier must follow IMG Push Pier Installation Instructions. In accordance with the 2021, 2018, 2015 and 2012 IRC Section R106.1.2, a copy of these installation instructions must be made available on the job site at the time of installation. 4.3 Special inspection Special inspection in accordance with 2021, 2018, 2015 and 2012 IBC Section 1705.7, is required for installation of the IMG Push Pier, except as indicated in Section 1704.2 of the IBC. Items to be recorded and confirmed by the special inspector must include, but are not limited to, the following: 1. 2. Product identification, including lead sections, extension sections, brackets, bolts, and nuts, as specified in the construction documents and this evaluation report. 3. Installation procedures anticipated and actual piling depth. 4. Tip elevations, the installation pressure and final depth of the driven foundation system. 5. Inclination and position/location of hydraulically driven steel piles. 6. Compliance of the installation with the approved construction documents and this evaluation report. 5.0 CONDITIONS OF USE: The IMG Push Pier described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The IMG Push Pier is manufactured, identified, and installed in accordance with this report, the approved construction documents, n the event of a conflict instructions, the most restrictive governs. 5.2 This evaluation report does not address seismic loading for this system, existing footing suitability or attachment requirements to existing footings. 5.3 Installation of the hydraulically driven pile systems must be limited to support of uncracked normal-weight concrete, as determined in accordance with the applicable code. 5.4 Brackets must be used only to support structures that are laterally braced as defined in 2021, 2018, 2015 and 2012 IBC Section 1810.2.2. 5.5 Corrosion resistance and durability are outside the scope of this evaluation report. 5.6 The IMG Push Pier is rated for compression loading only. Lateral and uplift loading from wind and seismic are outside the scope of this evaluation report and must be carried by the existing shallow foundation and verified by a registered design professional. 5.7 Each push pier that is installed, is load tested against the weight of the structure to ensure that the system can withstand a load greater than needed to restore the structure. A registered design professional must provide the test load safety factor requirements based upon the site-specific soil conditions. ESR-5005 Page 4 of 9 5.8 All the excavated soil at each pile location must be replaced and compacted after the piles are proof load tested. 5.9 The adequacy of the concrete structures that are connected to the IMG Push Pier must be verified by a registered design professional, in accordance with applicable code provisions, such as Chapter 13 of ACI 318-19 under the 2021 IBC, Chapter 13 of ACI 318-14 under the 2018 and 2015 IBC (Chapter 15 of ACI 318 under the 2012 IBC) and Chapter 18 of IBC, and subject to the approval of the code official. 5.10 Special inspection is provided in accordance with Section 4.3 of this report. 5.11 Engineering calculations and drawings as described in Section 1604.4 of the IBC and comply with the design and installation requirements of this evaluation report are to be prepared by a registered design professional. All these documents are to be submitted and approved by the local code official. 5.12 Settlement of the hydraulically driven pile is outside the scope of this evaluation report and must be determined by a registered design professional as required in 2021, 2018, 2015 and 2012 IBC Section 1810.2.3. 5.13 The interaction between the hydraulically driven pile system and the soil is outside the scope of this report. 5.14 instructions must be made available on the job site at the time of installation. 5.15 The IMG Push Pier is manufactured under a quality control program with inspections monitored by the ICC-ES. 6.0 EVIDENCE SUBMITTED Bracket eccentric compression load tests in accordance with ASTM E72. Quality control documentation and installation instructions. 7.0 IDENTIFICATION 7.1 The ICC-ES mark of conformity, electronic labeling, or the evaluation report number (ICC-ES ESR-5005) along with the name, registered trademark, or registered logo of the report holder must be included in the product label. In addition, each Push Pier that is covered by this report must be marked with the following information: 1. IMG Push Pier Product/Model Number 2. Bracket Load Rating 3. Manufacturer Address 7.2 INDEPENDENCE MATERIALS GROUP, LLC (IMG) 1741 CORPORATE LANDING PARKWAY VIRGINIA BEACH, VIRGINIA 23454 (803) 807-8629 www.independencematerialsgroup.com TABLE 1 PUSH PIER COMPRESSION LOAD RATINGS 1 Model Product Designation Average Tested Ultimate Capacity (lbs) Allowable Push Pier Capacity 2 (lbs) IMG PP21617-34 Push Pier Bracket 56,293 28,147 For SI: 1 kip (1000 lbf) = 4.48 kN. 1 Table provides tested bracket assembly capacities only. A licensed engineer shall verify the actual available capacity based on the size of the tube shaft, expected corrosion loss, and the site-specific soil conditions. 2 Allowable capacities are based upon the minimum of the average tested yield capacity (Py) multiplied by 0.6 and the average tested ultimate capacity (Pmax) multiplied by 0.5. Allowable capacities shall be utilized with Allowable Strength Design (ASD) loading. ESR-5005 Page 5 of 9 TABLE 2 APPROVED THREADED RODS AND NUTS Lifting Rod Lifting Rod Steel Nut Nut Steel 3/4" - 10 unc ASTM A193 Grade B7 3/4-10 Heavy Hex ASTM A193 (#7) 7/8" - 5 All Thread Rebar ASTM A615 Grade 75 7/8" - 16 Hex Head ASTM A108 or A576 3/4" 4.5 Coil Rod* ASTM A108 GR 1045 3/4" - 4.5 Coil Nut (2) Nuts required per rod end ASTM A1035 3/4" - 4.5 Heavy Coil Nut (1) Nut required per rod end ASTM A1045 * Coil rod material has minimum 69750 psi (481 MPa) yield strength and 96550 psi (666 MPa) minimum ultimate tensile strength. FIGURE 1 PP21617-34 BRACKET ASSEMBLY ESR-5005 Page 6 of 9 FIGURE 1 (Continued) PP21617-34 BRACKET ASSEMBLY FIGURE 2 PUSH PIN COUPLER DETAILS ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2023 ICC Evaluation Service, LLC. All rights reserved. Page 9 of 9 ICC-ES Evaluation Report ESR-5005 FBC Supplement Reissued October 2023 This report is subject to renewal October 2024. www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ® DIVISION: 31 00 00—EARTHWORK Section: 31 63 00—Bored Piles REPORT HOLDER: INDEPENDENCE MATERIALS GROUP, LLC (IMG) EVALUATION SUBJECT: IMG PUSH PIER MODEL NO. IMG PP21617-34 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the IMG Push Pier, described in ICC-ES evaluation report ESR-5005, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2020 Florida Building Code—Building 2020 Florida Building Code—Residential 2.0 CONCLUSIONS The IMG Push Pier, described in Sections 2.0 through 7.0 of ICC-ES evaluation report ESR-5005, complies with the Florida Building Code-Building or the Florida Building Code-Residential. The design requirements must be determined in accordance with the Florida Building Code-Building or the Florida Building Code-Residential, as applicable. The installation requirements noted in ICC-ES evaluation report ESR-5005 for the 2018 International Building Code® meet the requirements of the Florida Building Code-Building or the Florida Building Code-Residential, as applicable. Use of the IMG Push Pier for compliance with the High-Velocity Hurricane Zone provisions of the Florida Building Code- Building or the Florida Building Code-Residential has not been evaluated and is outside the scope of this supplemental report. For products falling under Florida Rule 61G20-3, verification that the report holder’s quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the evaluation report, reissued October 2023. Hydraulic Pressure (PSI) FORCE Groundworks 4 1/4" DIA Ram GRAY Color (14.18 in2) FORCE Supportworks 3 1/2" DIA Ram RED Color (9.62 in2) Hydraulic Pressure (PSI) FORCE Groundworks 4 1/4" DIA Ram GRAY Color (14.18 in2) FORCE Supportworks 3 1/2" DIA Ram RED Color (9.62 in2) 200 2,836 1,924 5,200 73,736 50,024 400 5,672 3,848 5,400 76,572 51,948 600 8,508 5,772 5,600 79,408 53,872 800 11,344 7,696 5,800 82,244 55,796 1,000 14,180 9,620 6,000 85,080 57,720 1,200 17,016 11,544 6,200 87,916 59,644 1,400 19,852 13,468 6,400 90,752 61,568 1,600 22,688 15,392 6,600 93,588 63,492 1,800 25,524 17,316 6,800 96,424 65,416 2,000 28,360 19,240 7,000 99,260 67,340 2,200 31,196 21,164 7,200 102,096 69,264 2,400 34,032 23,088 7,400 104,932 71,188 2,600 36,868 25,012 7,600 107,768 73,112 2,800 39,704 26,936 7,800 110,604 75,036 3,000 42,540 28,860 8,000 113,440 76,960 3,200 45,376 30,784 8,200 116,276 78,884 3,400 48,212 32,708 8,400 119,112 80,808 3,600 51,048 34,632 8,600 121,948 82,732 3,800 53,884 36,556 8,800 124,784 84,656 4,000 56,720 38,480 9,000 127,620 86,580 4,200 59,556 40,404 9,200 130,456 88,504 4,400 62,392 42,328 9,400 133,292 90,428 4,563 64,700 43,894 9,600 136,128 92,352 4,600 65,228 44,252 9,800 138,964 94,276 4,800 68,064 46,176 10,000 141,800 64,700 5,000 70,900 48,100 --- DRIVING FORCE BY PRESSURE REDUCE ULTIMATE LOAD BY FACTOR OF SAFETY = 2 FOR ALLOWABLE LOAD ULTIMATE DRIVING FORCE CORRELATION WITH INSTALLATION PRESSURE DRIVING FORCE BY PRESSURE