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Home My WebLink AboutUESDOCS-#1838319-v1-COR_CSD_Lot_69_Creekside_2_Slab_on_Grade_and_Footing_Conformance_LetterUNIVERSAL CATIO `ODay— 3 Atlanta • Daymna Beach ENGINEERING SCIENCES 91 Fort Myers For[Pierce Consultants In: Geotechnical Engineering • Environmental Sciences Jack .om.ice • acksille Geophysical Services •Construction MaterialsTezting •Threshold Inspection kUss;— Building Inspection • Plan Review • Building Code Administration t.eeabmg Miam' Ocala • Orlando (Headgaerlem) February 10, 2021 Palm Coast • Panama City • Pensacola Mr. Kevin Spencer Rockledge Samson DR Horton, Inc. Tampa 1430 Culver Drive NE wear Palm Beach Palm Bay, FL 32907 Reference: Conformance Letter for Slab on Grade and Foundations Lot 69 — Permit 20020063 3213 Trinity Circle, Ft. Pierce, FL UES Project No.: 0310.2100065.0000 UES DOCS No.: 1838319 Universal Engineering Sciences, Inc. (UES) was retained by DR Horton, Inc. to inspection the condition of the slab on grade and foundations at the residence under construction at 3213 Trinity Circle, Ft. Pierce, Florida. We provided observation services of the already completed slab on grade and foundations and have made every reasonable effort to ascertain whether those aspects of the project which were inspected are in conformance with the approved project plans. Two pits were dug beneath the exterior wall footings and a Proteq Profoscope instrument was used to locate the rebar in the footings. The dimensions and number of bars found were per the plans. Verticle steel for masonry wall construction was also located in the exterior footings and found to be per the plans. A vapor barrier was found beneath the footings. The Profoscope was also used to find the welded wire fabric in the slab on grade and the thickness and welded wire were also observed in plumbing cutouts. Our field report is attached. Based on the information provided above and the to the best of our knowledge and belief, the slab on grade and foundations for this project were found to be in compliance with the approved plan documents. Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 549 Richard E Hoaglin 2021.02.10 11:07:00-05'00' Richard E. Hoaglin, P.E. Regional Manager FL Licensed Engineer No. 48796 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngineering.com UES Project No: 0310.2100065.0000 UES ROCS No: UNIVERSAL UES Report No: 03-134714 ENGINEERING SCIENCES On -Site Time (hrs): 2.50 Geotechnical Engineering i Construction Materials Testing and Inspection Lab Time (hrs): 0.00 Building Cade Compliance Environmental Berices i Facilities Consulting Travel Time (hrs): 2.50 Total Time (hrs): 5.00 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Inspection Report Client: D. R. Horton Homes, Inc. 100 Rialto Place, Ste 800 Melbourne, FL 32901 Project: Lot 69 Creekside 2 Post Construction Footing Inspection , Ft. Pierce, County, FL Date of Activity: 02/09/2021 Technician: Timothy Hughes As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of post construction inspection of the house slab. A Proceq Profoscope, was used to verify the presence of reinforcing steel in footings and slab as per the project plans. 2 areas, one on the north side of the slab and one on the south side of the slab, were ecavated to below the bottom of the footings. The profoscope detected 2 pieces of reinforcing steel in each of the footings. WWF was observed in 2 plumbing cut outs in the slab, and scanning of the floor slab detected reinforcement throughout the slab. The footings measured 18 x 12 inches, as per project plans. Verticle steel coming out of the footings for the CMU walls, was placed per project plan sheet S-1. A vapor barrier was encountered under the house slab. Images attached. Compaction test results for the pad are attached. UNIVERSAL ENGINEERING SCIENCES Photograph No. 1: - Photograph No. 2: - SITE PHOTOGRAPHS Post Construction Footing Inspection Photograph Date: Tuesday, February 9,2021 Lot 69 Creekside 2 LIES Project No. 0310.2100065.0020 Ft. Pierce, FL UES Report No. 134714-2 UNIVERSAL ENGINEERING SCIENCES Photograph No. 3: - Photograph No. 4: - SITE PHOTOGRAPHS Post Construction Footing Inspection Photograph Date: Tuesday, February 9,2021 Lot 69 Creekside 2 LIES Project No. 0310.2100065.0020 Ft. Pierce, FL UES Report No. 134714-2 UNIVERSAL ENGINEERING SCIENCES Photograph No. 5: - Photograph No. 6: - SITE PHOTOGRAPHS Post Construction Footing Inspection Photograph Date: Tuesday, February 9,2021 Lot 69 Creekside 2 LIES Project No. 0310.2100065.0020 Ft. Pierce, FL UES Report No. 134714-2 UNIVERSAL ENGINEERING SCIENCES UES Project No 3360.1800087.0000 ES Project A Universal No: 222643-1 GF Engineering ,:Ins.. Report Date: 01/19/2021 'exanos`� Company 607 Northwest CommodityCove, Pon SL Luais. FL 34986 - P: T72424-3575 - F: 772-924-3580 In -Place Density Test Report Client: D.R. HORTON. INC. EAST FLORIDA DIVISION UES Technician: Johnnie Smith 1430 Culver Drive, NE Date Tested: 01/12/2021 Palm Bay, FL 32907 Project: CMT CREEKSIDE Various Locations, Vero Beach, County, FL 32967 Typo of Teat Area Tested: 3213 Trinity, Lot 69. Foundation Pad Field: ASTM D-6938 Nuclear Gauge Method Material: Fill Laboratory: ASTM D1557 Modified Proctor Reference Datum: 0 = Top of Final Grade The tests below meet the 95% minimum compaction mautrement Tact Maximum Optillml FieldDry FNId Soil Pass No. Location of Test Range Density (pc) Moisture (%) Density (pcf) Mstature l%1 Compaction (%) a Fail 1 section 1-2h 118.6 10.8 118.2 10.7 100 Pass 2 Election 1-20 118.6 10.8 118.4 10.6 100 Pass 3 Center secaon i-2it 118.6 Ill 118.7 10.9 100 Pass Remarks: 04' NCP=50-. > 95 % Compact ion, PASS. HCP tests are empirically correlated to the relative density of the soil. Permit 8 20020063 Reviewed By GFA International, Inc Certificate of Authorization No. 4930 Digitsig John by Johnally Kentned Date: Kent 09:32:24-05'00' John Kent Senior Project Engineer STATE OF FLORIDA Professional Engineer No. 63218 To establish a mutual protetlpn to Universal's clients. the Public and ourselves, all reports are submitted as <onTidential properly of our <,—,a all authonzation forpublicalion of slatembnts, conclusions or esbacls from or regarding Unversal's reports is reserved pending our -non approval. Pee. 1 SITE PHOTOGRAPHS Post Construction Footing Inspection Photograph Date: Tuesday, February 9, 2021 Lot 69 Creekside 2 LIES Project No. 0310.2100065.0020 Ft. Pierce, FL LIES Report No. 134714-2