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2215 Alicia Ln FOUN22-0004 foundation repair permit 2 of 2Reference: Timothy D. Triplett, P.E.Attachments: Senior Engineer Alpha Foundations Direct: (407) 795-4230 Email: Tim.Triplett@groundworks.com August 12, 2022 Layout Plan Design Calculations Product Evaluation Report by ICC-PEI City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, FL 32233 Gary Lewis Lewis Residence (Alpha Customer #203921) 2215 Alicia Lane Atlantic Beach, FL 32233 Engineering Report for Permit Application General Commentary 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 seven (7)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.:7.0 Each [SEE PRODUCT DETAILS - ATTACHED]6.0 Feet GENERAL ISSUE: PROP. SOLUTION: 1994 2,000 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/ASITE CONDITIONS:N/A N/A N Atlantic Beach, FL 32233 T Sumner INSP. DATE:8/8/2022 OVERVIEW: As requested by the owner/representative of the above referenced project (client), Apha 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". [7th edition] August 12, 2022 CODE:FBC 2020 800 Seminole Road Atlantic Beach, FL 32233 City of Atlantic Beach Building Department Lewis Residence (Alpha Customer #203921) 2215 Alicia Lane [SEE PLAN - PAGE 2] SPACING (Typ):[+/-12" Is Allowable] IMG Push Pier PP21617-34 Cracking and settlement observed in foundations STRUCTURE DESCRIPTION: • Classification:Deck / Stemwall • Year Built: Install piers to stabilize foundation • Stories:1 • Construction:Masonry • Exterior:Stucco • Foundation:Slab with Integral Footings / Continuous [Add upper wall and point loads if any] • Footing Embedment Depth (Typ.):• Footing Width (Typ.): [Cont. Wall + Isol. Pier] - in. (Cont.) • Loads: [@ Footing Level]Walls: [LL + DL] [Based on Typical IRC/FBC Load Tables]Floor: [LL + DL] • 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.: • 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) Alpha Foundations • 66 Industrial Park Dr. • Monticello, FL 32344 • (850) 877-1313 REPORT PAGE 1 OF 4 City of Atlantic Beach Building Department 1 - 2 - 3 - 4 - SEE ATTACHED DRAWING IMG Push Pier SITE and LAYOUT PLAN BUILDING DEPT.: PROJECT: DATE:August 12, 2022 Lewis Residence (Alpha Customer #203921) 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. 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. Alpha Foundations • 66 Industrial Park Dr. • Monticello, FL 32344 • (850) 877-1313 REPORT PAGE 2 OF 4 City of Atlantic Beach Building Department DESIGN CALCULATIONS: 2,000 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: 12,000 lbs [SEE NOTE 1 BELOW] • Estimated Installation Hydraulic Pressure for Stabilization:1800 psi See NOTE 2 below • Maximum Hydraulic Pressure for lift:2700 psi See NOTE 3 below DESIGN COMMENTS: 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:Lewis Residence (Alpha Customer #203921) DATE:August 12, 2022 ACCEPTABLE • Push Piers Design Spacing:Spacing value is for calculations only & to include field PIER LOAD = Wall Load x Spacing = NOTE 1: This actual load is less than the “Average” Allowable Load per Pier of 29.3 kips; therefore OKAY). Factor of Safety (FS) exceeds 2. See allowable system capacity ratings in the PEI Evaluation Report PER-17107 (attached). NOTE 2: These parameters are provided for stabilization of the existing foundation. NOTE 3: These parameters are provided in the event of potential 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 City of Atlantic Beach Building Department ATTACHMENTS:Yes Yes NA GENERAL COMMENTARY, LIMITATIONS and ATTACHMENTS BUILDING DEPT.: PROJECT:Lewis Residence (Alpha Customer #203921) DATE:August 12, 2022 • A. ICC-PEI Evaluation Report PER-17107 & Product Details • B. Driving Force Reference Sheet • C. Soil Report 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. Alpha Foundations • 66 Industrial Park Dr. • Monticello, FL 32344 • (850) 877-1313 REPORT PAGE 4 OF 4 ICC PEI LLC Approved Manufacturing Locations Evaluation Report Information www.independencematerialsgroup.com IMG contact: Allen Gantt - (803) 807-8629 General Details ver 5.0 Page 1 of 5 The IMG Push Pier system has been tested and evaluated for eccentric compression strength with a maximum unsupported length below the bracket bearing plate of 5 feet. This PER does not address seismic loading for this system, existing footing suitability or attachment requirements to footings. Required corrosion resistance and longevity shall be addressed by the registered design professional on a job specific and location basis.IMG has a Product Evaluation Service Agreement with Pei Evaluation Service ® (Pei ES) and a Follow-up Inspection Service Agreement with Progressive Engineering, Inc.(Pei ). The approved manufacturing locations have an approved Quality Assurance Manual to manufacture IMG Push Pier Model IMG PP21617-34 and are audited 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. IMG Model No. PP21617–34 is a push pier system manufactured using the materials described in this PER. Certain parts are offered in both a black, non coated version and a hot dipped coated version designated by the suffix (G). Bracket Body #PP21617-34B is fabricated using .375” ASTM A572 Grade 50 flat plate and CNC cut and bent to the required shapes. Additional bracket body parts consist of two (2) 1.66" OD x 0.140” ASTM A500 Grade B tube spacers and one (1) 4” OD x 0.188” x 11- 3/16” ASTM A513 Grade 1026 tube body. The sand plate is CNC cut from 0.250” ASTM A36 or A572 steel. External Sleeve #PP21617-48ES is fabricated using ASTM A500 Grade B/C 3.5” OD x 0.216” x 48" wall tube with a 4” OD x 0.219” x 1” ASTM A513 Grade 1026 tube ring welded to the end to serve as a hard stop. Alternatively a 3/4” long ring of the 4” OD x .226” tube may be welded 1/2” down from the leading edge using four (4) 1” fillet welds or a flared end on the tube create a hard stop. Pier Cap Plate #PP21617-34CAP is fabricated using ASTM A36 1” x 4” flat bar stock and cut to 9" length. A 3/4” long ring is cut from 3.5” OD x 0.216" ASTM A500 Grade B tube and is stitch welded using four (4) 1” evenly spaced 1/4” fillet welds. Lifting Rods and Nuts consist of (2) 16” long threaded rods with a safe working load of 15,000Lbs. and four (4) hex nuts. The flat washers must meet ASTM F436 Type 1. See Table 3 for details of the approved threaded rods and nuts. Starter Pipe #PP21617-50SP is fabricated using a 2.875” OD x 0.165" wall thickness tube meeting ASTM A500 Grade C. A 1” lg. section of a 3.5” x 0.300” 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 3/4” lg. ring welded 1/2” down from the leading edge using four (4) 1” fillet welds. Alternately, a 3-1/8" OD x 3/16" wall x 1" lg. tube meeting ASTM A500 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. Tube Extension #PP21617-36PTP is fabricated using a 2.875” OD x 0.165" wall thickness tube meeting ASTM A500 Grade C. A 2.5” x 0.188” wall x 6” long nipple meeting ASTM A513 Grade 1026 is inserted into one end of the tube and is held in position by three (3) 1/4” 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. Report Owner Independence Materials Group, LLC (IMG) 1741 Corporate Landing Parkway October, 2021 See all Evaluation Reports at: www.p-e-i.com ICC PEI LLC is an accredited ISO Standard 17065 Product Certifier. This Product Evaluation Report represents a product that ICC PEI has Evaluated. This product has a Product Evaluation Service Agreement & Follow-up Inspection Service Agreement. This Product Evaluation Report in no way implies warranty for this product or relieves Independence Materials Group of their liabilities for this product. This PER is an official document if it is within one year of the initial or re-approval date. Initial Approval October, 2017 Re-Approved Product Description IMG PP21617-34 Bracket Assembly: Virginia Beach, VA 23454 Product IMG Push Piers are used as support for structures to recover lost elevations and to provide uniform supplemental support to foundations. The IMG Push Pier system provides structural lift and is intended to stop further settlement of the structure. This product is used to repair residential, commercial,and industrial foundation settlement problems, and may be installed in either interior or exterior applications. IMG Push Pier Model No. IMG PP21617-34 PER-17107 IMG - MVA Facility 634 Rosewood Drive Columbia, SC 29201 Brown Equipment Mfg Co. 650 Broome Street Monroe, NC 28110 Grip-Title Manufacturing Co., LLC. 115 W. Jefferson Street Winterset, IA 50273 Design Considerations Page 2 of 5 8. The allowable capacities shown in Table 2 reflect the installation in soils capable of sufficient lateral support of the push pier in accordance with Section 1810.2.1 of the 2012, 2015 and 2018 IBC. Where fluid soils (as defined by the 2012, 2015 & 2018 IBC) are present or the foundation elements stand unbraced in air or water, it shall be permitted to consider them laterally supported at a point 5- feet into stiff or 10-feet into soft soil unless otherwise verified through a geotechnical investigation by a registered design professional. A structural evaluation Shall by submitted at the request of the building official on a job specific basis with consideration to the existing foundation, soil conditions, and overall system integrity. 7. When installed under structures meeting the requirements of the 2012, 2015 or 2018 IBC, a continuous special inspection shall be performed during installation when specifically required by the building official and/or registered design professional. General Product Usage and Limitations 9. A registered design professional shall verify the installation meets the minimum stability requirements of Section 1810.2.2 of the 2012, 2015 and 2018 IBC. 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 to a depth of 8.5 inches 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. 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. IMG Push Pier Systems are designed to resist downward vertical loads only and are not approved for uplift and lateral load resistance. As a result, mechanical anchorage of the bracket to the foundation is not necessary to ensure adequate performance, but may be installed if deemed necessary by the building official and registered design professional. 5. The existing structure is used as a reaction force with a hydraulic drive cylinder to drive the pier into the soil. Adjacent pier shall NOT be advanced simultaneously. 6. Each Pier System installed must follow the applicable IMG Installation Instructions. In accordance with the 2012, 2015 and 2018 IRC Section 106.1.2, a copy of these installation instructions shall be made available on the job site at the time of installation. Building Code Compliance PER-17107 Model Product Designation Average Tested Yield Capacity (lbs) Average Tested Ultimate Capacity (lbs) Allowable Push Pier Capacity2 (lbs) IMG PP21617-34 Push Pier Bracket 48,900 59,900 29,340 1. Table provides tested bracket assembly capacities only. A licensed engineer shall verify the actual available capacity based on the size of the push pin, 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. Table 2 - Push Pier Compression Load Ratings1 Notes: Lifting Rod Lifting Rod Steel Nut Nut Steel Minimum Safe Working Load required 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 Nut (2) Nuts required per rod end ASTM A1035 3/4" - 4.5 Heavy Coil Nut (1) Nut required per rod end ASTM A1045 Table 3 - Approved Threaded Rods and Nuts 3/4" 4.5 Coil Rod ASTM A1035 or A1045 15,000 Lbs. Section R106.1.2 Section R301.1.3 Section 1810.2.2 Table 1 - Applicable Code Sections 2012, 2015, & 2018 International Residential Code® (IRC) 2012, 2015, & 2018 International Building Code ® (IBC) Section R104.11 Section R104.11.1 Section 104.11 Section 1810.2.1 Page 3 of 5 PER-17107 Page 4 of 5 PER-17107 Approved Manufacturer Quality Assurance Manual - Dated: 9/15/2020 Page 5 of 5 Each Pier System that is covered by this PER, must be marked with the following information: 1.IMG Push Pier Product/Model Number A Product Evaluation Service Agreement between Pei Evaluation Service® and Independence Materials Group (IMG) A Follow-up Inspection Service Agreement between Progressive Engineering Inc. and Independence Materials Group (IMG) 2.This PER Number 3.Bracket Load Rating 4.Manufacturer Address Product Labeling Engineering Calculations for Coil Rod - Dated: 10/29/2018 Approved Quality Assurance Manual - Dated: 9/2020 IMG Push Pier Installation Instructions A Pei Test Report No. 2017-6030 (A) - Full Scale Axial Compression Tests on IMG Push Pier Foundation System, Part No. IMG PP21617-34 - Dated: 6/29/2017; Revised: 8/16/2017 Engineering Calculations for IMG Push Piers - Dated: 8/30/2017 Acceptable Evaluation Marks Product Documentation PER-17107 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 FOR PUSH PIER DRIVING FORCE BY PRESSURE LIFT SLABSDESCRIPTION AP LIFT 435 is a two component, high strength, high density, hydro insensitive structural polyurethane foam. Unconfined density is approximately 3.5 lbs/cubic foot (56 kg/cubic meter). USES • Lifting concrete slabs. • Stabilizing soil. • Fracture grouting. • Deep Lift™ ADVANTAGES • Traffic ready in 15 minutes. • High strength. • Works in wet environments - displaces water. • Bonds with soil and concrete. • Closed cell. APPLICATION Note: the following are a few typical application descriptions. In case of other jobsite parameters, please contact our technical department. PRELIMINARY ANALYSIS For slab lifting, soil stabilization, consolidation grouting, and all other forms of geotechnical grouting, it is advised to review soil reports from the job site. Take note of all structural elements and considerations and consult with geotechnical or structural engineers as needed. Locate all utilities prior to drilling or driving pipes into the ground. PREPARATION OF THE SUBSTRATE FOR SOIL STABILIZATION Soil probe spacing is most commonly 1’-5’ (0.31m-1.52 m) on center and as needed across the surface of the substrate. This will depend on the type of stabilization and the topical makeup of the ground. Depths will vary from job to job but must be established before work is to begin. Alchemy-Spetec Technical Service can help you with the soil probe spacing design. Confirm clearances and paths to injection sites for large equipment and/or Alchemy-Spetec mobile injection rigs in advance. PREPARATION OF THE SLAB FOR LIFTING Injection location spacing is most commonly 3’-4’ (0.91m-1.22 m) on center in a grid pattern and as needed across the surface of the slab. Location of injection points must be established before work begins. Protect all exposed surfaces from exposure to leaking polyurethane resin. As necessary, use plastic sheeting to cover walls and other items that cannot be moved. Apply AP Flush 125 to the slab surface around injection points to prevent foam from staining / bonding to the concrete. Confirm clearances and paths to injection sites for large equipment and/or Alchemy-Spetec mobile injection rigs in advance. PREPARATION OF THE PRODUCT Read the technical and safety data sheets prior to commencement of the injection work. PREPARATION OF THE EQUIPMENT Alchemy-Spetec proportioning equipment in Cart System or Rig configurations should be tested to confirm equal flow and pressures from both A and B lines. MixMaster Pro should always be thoroughly inspected for cross-contamination or foreign buildup of any kind prior to injection. APPLICATION • Start the injection at the first probe and work way across grid pattern as needed taking note of travel of foam, connectivity to next hole location, and volumes used. • Do not over pressurize while injecting; the correct injection pressure is the pressure that allows resin to penetrate the soils and/or fill the voids and keep the MixMaster Pro operating properly • Take note of reaction time of material and be sure to purge injection gun regularly to prevent material curing in the gun. • If lifting slabs, monitor lift with Alchemy-Spetec Dial Indicator Cranes to prevent over-lift. • If stabilizing soil, pay attention to volume/vertical distance estimation and for material not penetrating and exiting around probe only. • Clean the MixMaster gun thoroughly with Alchemy-Spetec pressure pot system, and cap supply lines. • Run material through the pump as a maintenance step every 7-10 days. REQUIRED TOOLS Proportioning pump with heated lines, drill bits, MixMaster Pro injection gun, ports, Alchemy-Spetec Flush, soil probes. CLEANING AND MAINTENANCE After the injection, clean the pump with AP Flush 121. Conduct a full Alchemy-Spetec-recommended gun flush after every use. Material can remain in cleaned and capped lines. After injection, remove the packers from the concrete and fill the holes with a fast setting cement or any other appropriate filler material. COMPLIMENTARY PRODUCTS ½” (12.7 mm) hydraulic tubing, flush pot, dial indicator cranes, airless flush pump, air compressor, ports, AP Flush 121. ADVICE/FOCAL POINTS Avoid injecting by temperatures below -4°F (-20°C). In extreme cold conditions it is recommended to warm both components to 60-80 degrees F (16 – 27 degrees C). TWO COMPONENT, STRUCTURAL POLYURETHANE FOAM AP LIFT 435 2C © 2021 Alchemy-Spetec. All rights reserved AP Lift 435 • Rev. 033021 www.alchemy-spetec.com - Tech Support: 404-618-0438 LIFT SLABS______________________________________________________________________________________________________________________________ FOR INDUSTRIAL USE ONLY. KEEP OUT OF REACH OF CHILDREN. NOT FOR INTERNAL CONSUMPTION. READ SAFETY DATASHEET PRIOR TO EVERY USE. TECHNICAL DATA APPEARANCE Physical Properties - Cured AP Lift 435 Compressive Strength (ASTM D-1621)64 p.s.i. or 9,215 p.s.f.4,412 millibar Tensile Strength (ASTM D-638)94 p.s.i.6,481 millibar Expansion (Unconfined)20-22 times - Density (ASTM-D 1622)3.25 to 3.75 lb/ft3 52.06 to 60.07 kg/m3 Properties will vary depending on application conditions. REACTION TIMES Reaction Time @ 77° F / 25° C Initial Reaction Time 10 seconds Tack Free 33 seconds 90% Full Strength 15 minutes ESTIMATING QUANTITIES Consumption has to be assessed on site and is influenced by the specific AP Lift product used, soil type, load to be lifted, amount of water in the substrate, soil compaction, and possible presence of voids. PACKAGING AP Lift 435 is supplied in 100 Gallon Units, 500 Gallon Units (378.5 Liter Units, 1892.7 Liter Units) STORAGE Store between 50º - 85º F (10º - 29º C). SAFETY PRECAUTIONS Avoid contact with eyes and skin, always use personal protective equipment in compliance with local regulations. Read the relevant Safety Data Sheet before use. Safety Data Sheets are available on www.alchemy-spetec.com When in doubt contact Alchemy-Spetec Technical Service.