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Cool and Cobb Engineering Company __________________________________________________________________________________________________________ __________________________________________________________________________________________________________ Carl E. Cool, P.E. 203 W. Main St. Avon Park, FL 33825 Fla. License No. 16921 Office: (863) 657-2323 Fax: (863) 657-2324 Email: carl@coolandcobb.com Date: _1/18/2021 Job: _Pam Groothouse Location: 5508 Melville Rd. _Fort Pierce, FL 32982 Message: As of this date I have inspected the Jack Installation Log on the above noted project and based on the Jack Installation Log I hereby approve the installation as being in accordance with the design completed and certified by me for this project. This certification does not address any possible sinkhole activity as defined in Florida Statute § 627.706. Sincerely, _1/18/2021__ Carl Cool, P.E. State of Florida Professional Engineer No. 16921 MIKE WRIGHT SERVICE PLAN SIDING TYPE ______ ROOF TYPE ______ FOOTING TYPE _______ X SLAB THICKNESS______ AGE_________ SUB FLOOR TYPE ________ FLOOR COVERING _______ EXISTING JOIST______ SIZE EXISTING BEAM_________ JOIST SPACING_______ c- 321-246-6703 Foundation Estimator mike@stablefoundationsinc.com Office 833-982-0311 stablefoundationinc.com 23335 NW CR236 STE 30 High Springs, Fl. 32643 NOTES: CUST. INFO SERVICE PRODUCT TYPES TMG MODEL 300 PUSH PIER TMG MODEL 250 PUCH PIER TMG STEEL CRAWL SPACE JACK 4X6 TREATED WOOD SUPPORT BEAM CHEMICAL GROUT QTY Cool and Cobb Engineering Co. 203 W. Main St. Avon Park, FL 33825 1/18/2021 Carl E. Cool, P.E. PE# 16921 1 2 3 4 5 6 7 891011 12 13 AS-BUILT Job No.:21-0006 Job Address: Pier Pier LOCATION AND DRIVING FORCE - Pressure (PSI) Section No.Depth PIER 1 PIER 2 PIER 3 PIER 4 PIER 5 PIER 6 1 1 1000 800 1800 600 1000 800 2 2 1000 600 1200 800 1000 600 3 3 1600 1000 800 1200 1600 1000 4 4 1000 2800 1800 2500 1000 2800 5 5 2000 3500 3800 2500 2000 3500 6 6 2000 4000 3200 3800 2000 4000 7 7 4000 4000 4000 4000 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41 41 Date: Installation Log TMG Model 250 Piers Push Pipe: Heavy Duty (PP)/ Wall Thickness .308"/ Outside Diameter 2.875"/ Tensile strength 16,900 lbs/ Yield Strenght 276,400 lbs 5508 Melville Road Fort Pierce, Fl 32982 Pamela Groothouse 1/6/2021 Job Name: Lift Bracket: Heavy Duty Lift Bracket/ Capacity 70 kips I hereby certify that the log of helical piles is true, correct and personally observed all piles installed and noted on the log. Alicia Bollinger AS-BUILT Cool and Cobb Engineering Co. 203 W. Main St. Avon Park, FL 33825 1/18/2021 Carl E. Cool, P.E. PE# 16921 Job No.:21-0006 Job Address: Pier Pier LOCATION AND DRIVING FORCE - Pressure (PSI) Section No.Depth PIER 7 PIER 8 PIER 9 PIER 10 PIER 11 PIER 12 1 1 1900 2000 200 1500 1500 1200 2 2 1900 2000 1500 1500 1000 1000 3 3 2000 2000 1000 1000 1200 1400 4 4 2000 1600 1000 8000 1000 2000 5 5 1800 1200 1800 2000 1500 1200 6 6 1000 1000 2000 2000 1000 1200 7 7 1600 1700 2200 2200 800 1800 8 8 2000 2500 3000 2600 2000 2600 9 9 2200 3200 3600 2600 2200 3000 10 10 2200 3500 4000 4000 2200 3200 11 11 3000 4000 3500 3500 12 12 3500 4000 4000 13 13 4000 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41 41 Date: Installation Log TMG Model 250 Piers Push Pipe: Heavy Duty (PP)/ Wall Thickness .308"/ Outside Diameter 2.875"/ Tensile strength 16,900 lbs/ Yield Strenght 276,400 lbs 5508 Melville Road Fort Pierce, Fl 32982 Pamela Groothouse 1/6/2021 Job Name: Lift Bracket: Heavy Duty Lift Bracket/ Capacity 70 kips I hereby certify that the log of helical piles is true, correct and personally observed all piles installed and noted on the log. Alicia Bollinger AS-BUILT Cool and Cobb Engineering Co. 203 W. Main St. Avon Park, FL 33825 1/18/2021 Carl E. Cool, P.E. PE# 16921 Job No.:21-0006 Job Address: Pier Pier LOCATION AND DRIVING FORCE - Pressure (PSI) Section No.Depth PIER 13 1 1 800 2 2 600 3 3 1000 4 4 1200 5 5 1800 6 6 2200 7 7 2400 8 8 2800 9 9 3500 10 10 4000 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41 41 Date: Installation Log TMG Model 250 Piers Push Pipe: Heavy Duty (PP)/ Wall Thickness .308"/ Outside Diameter 2.875"/ Tensile strength 16,900 lbs/ Yield Strenght 276,400 lbs 5508 Melville Road Fort Pierce, Fl 32982 Pamela Groothouse 1/6/2021 Job Name: Lift Bracket: Heavy Duty Lift Bracket/ Capacity 70 kips I hereby certify that the log of helical piles is true, correct and personally observed all piles installed and noted on the log. Alicia Bollinger AS-BUILT Cool and Cobb Engineering Co. 203 W. Main St. Avon Park, FL 33825 1/18/2021 Carl E. Cool, P.E. PE# 16921