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RC-04-21-966 SOIL
TRULY NOLEN OF AMERI.CA, INC. 300 NE 75 STREET 1WIPdW1., FL 33138 Notice of Preventative Treatment for Termites (as required by Florida Building code (FBC)104.2.6) 07-28-22 Date Premise 75 Product used 0.05 Percent Concentration 69 NE 99 St Mian-ii Shores, Fl. 33138 P-C - 01 k --<� Time imidacloprid Chemical used (Active Ingredient) 3o;2, O Area Treated (square feet) Steven Perez Applicator J Number of gallons applied Lineal Feet treated Stage of treatment horizontal vertical adjoining slab, retreat of disturbed area) As per 104.2.6 - if sail chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. TRULY NOLEN OF AMERICA. 300 NE 75 street, FL, 33138. 786-953-6561 TRULYNOLEN.COM U.S. South Engineering & Testing Lab, Inc 2200 NW 102ND A VENUE SUITE SB DORAL FL 33172 2fic CCQ 17C.Q.Q 9416 A k, Bill To: Mildred Majoros Designs 398 NE 100th Street Miami Shores ,FL 33138 Project: Invoice Date Invoice # 8/2/2022 22-0749 Residential Home 69 NE 99th Street Miami Shores ,FL 33138 e.--oy 21 r-1�11 bL Project/Job Account # Due Date Ship Date Ship Via P.O. No 22-0036 22-0036 8/2/2022 8/2/2022 US Mail Qty Description Rate Amount 8 Density Soil Compaction Test Residential Home Footing & Center of Column Pad FT Lift 35.00 280.00 Dated 08/01/22 1 Modified Proctor For Soil Classification (Proctor # 17821) Dated 07/29/22 95.00 95.00 0.035 Credit Card fees of 3.5 %(0.035) 375.00 13.13 Thank you for your business. Total $388.13 Payments/Credits-$388.13 **** Please enclose this invoice along with your payment Balance Due $0.00 US South Engineering & Testing Laboratory, Inc. QW 2200 N'a^,r 102nd Avenue, Unit u5B, Doral, FL 33172 Phone: 305.558.2588 1 Fax: 305.362.4660, Tested by: LARRY DATE: 8/1/2022 Project: #22-0036 REPORT OF FIELD DENSITY TEST (SOIL COMPACTION) CLIENT: I Mildred Majoros Designs PROJECT: Residential Home 1 @ 398 NE 100th Street, @ 69 NE 99th Street, Miami Shores, FL 33138 Miami Shores, 33138 PROCTOR DATA PROCTOR NUMBER SOIL DESCRIPTION PROCTOR VALUE Max. Dry Density ( cfl I Optimum Moisture 17821 LIGHT BEIGE SAND WITH SOME ROCK 114.8 10.6 FIELD DENSITY TEST ACCORDING TO ASTM METHOD D-2922-71 TEST No. TEST LOCATION PROC. No. LIFT No. DRY DENSITY % MOIS. % COMP. RESULT I EAST SIDE OF RESIDENTIAL HOME FOOTING 17821 FT 113.8 9.6 99.1 PASS 2 WEST SIDE OF RESIDENTIAL IiOME FOOTING 17821 FT 114.0 9.0 99.3 PASS 3 CENTER OF COLUMN PAD #1 17821 FT 114.4 8.9 99.7 PASS 4 CENTER OF COLUMN PAD #2 17821 FT 113.9 9.4 99.2 PASS 5 CENTER OF COLUMN PAD #3 17821 FT 113.7 9.6 99.0 PASS 6 CENTER OF COLUMN PAD #4 17821 FT 114.1 9.1 99.4 PASS 7 CENTER OF COLUMN PAD #5 17821 FT 115.4 9.0 100.5 PASS 8 CENTER OF COLUMN PAD #6 17821 FT 114.0 9.4 99.3 PASS TEST DEPTH (IN) 12" REQUIRED PERCENTAGE OF COMPACTION 98% P= PASS F=FAIr- FT=FOO)rING SG=SUB-GRADE BC=BASE COURSE MH=MAN HOLE Re ectfully s i'�►' p t b.56197 Eduardo Rodriguez, JR. P.E. e7ATEOF Florida Registration # 56197 ,, 40PJDp, 121 US SOUTH ENGINEERING & TESTING LAB., INC. 2200 NW 102nd Avenue. Unit #5B. Doral. FL 33172 Project No.: 22-0036 Date: 07/29/2022 Client No.: 22-0036 Tested By: LARRY Project Name: Residential Home Project Location: 69 NE 99th Street Project City & State: Miami Shores, FL 33138 SampFe- Meth —d D 1557 PSF;- Proctor No.: 17821 M■■■■■■■■■■■■■■■■■ Optimum Moisture: 10.6 Natural Moisture: 0/0 ■ ■■ Soil Description: LIGHT BEIGE SAND WITH SOME •• . ■■■■■■■■■■■■■■■■■■ Ini ■■■ ■ ■� It �� ■ ■■t1�■■■■ ®■■■■■■.■■■■■■.■■■■■■■ LLI STATE OF W■■■■■■■■■■ ...■.......'ROD"? KM■■■■■■■■■■■■■■■■■■ .... ■■■■■■■■■■■■■■■■■■■■■■■■■■ Eduardo Rodriguez, P.E. ■■■■■■■■ ■■■■■■■■■■■■■■ ■■■■.■■■■ ■■■■■■■.■......................... M■■■■■■■■■■.......................... ..................................■■■■ :■■■■■■■■:■■■■■■■■■■■■■■■■■■:■:■■:■:■■. ■.©©.©.MEMEN®®m®mmmmm®®®m®m®mmm®®®m®m®mmm. U.S. South Engineering & Testing Lab, Inc 2200 NW 1O2ND AVENUE SUITE 5B DORAL FL 33172 Bill To: Mildred Majoros Designs 398 NE 100th Street Miami Shores ,FL 33138 1'Wf. Project: Invoice Date Invoice # 8/2/2022 22-0749 Residential Home 69 NE 99th Street Miami Shores ,FL 33138 Project/Job Account # Due Date Ship Date Ship Via P.O. No 22-0036 22-0036 8/2/2022 8/2/2022 US Mail Qty Description Rate Amount 8 Density Soil Compaction Test Residential Home Footing & Center of Column Pad 35.00 280.00 FT Lift Dated 08/01/22 1 Modified Proctor For Soil Classification (Proctor 95.00 95.00 # 17821) Dated 07/29/22 0.035 Credit Card fees of 3.5 %(0.035) 375.00 13.13 Thank you for your business. Total $388.13 Payments/Credits-$388.13 **** Please enclose this invoice along with your payment Balance Due $0.00