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RF-18-1810 (2)CFN: 20180387856 BOOK 31037 PAGE 1726 DATE:06/30/2018 09:46:14 AM HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY NOTICE -OF COMMENCEMENT • A RECORDED COPY MUST BE POSTED ON THE JOB•SITE AT TIME OF FIRST INSPECTION PERMIT NO.. 4 "kIo `I/1 C' TAX FOLIO NO.11,7320k01+36VID STATE OF FLORIDA: - COUNTY OF MIAMI=DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information fe provided In this Notice of Commencement. 1. Legal description of property and etreeVaddress: , C. as Kia(YI % short& a 33) 2. Description of Improvement: WiEtc 3. Owner(s) name en • ddress \ t G re a MI. 4IZ,1_41,1�rt►�r1 tit WiTi11111WiTirMill Interest In property; a e 1. • ' i Name and address of fee simple titleholder. .4. Contractor's name, address and phone number; 116 RIYIFIt44 a4STEILS IISt 14by, ,Yrf,FST M1AhA! jj_t1EI DA 00142 6. Surety: (Payment bond required by owner -from contractor, If any) Name, address and phone number Amount of bond $ 6. Lender's name and address: 7, Persons•within the State of Merida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number 8. In addition to himself, Owners designates• the following person(s) to receive a copy of the Lienor'e Notice as provided In Section 713.13(1)(b), Florida Statutes, Name, address and phone number .8. Expiration date of this Nolfce of Commencement: • Ohs explraifon date Ie t year from the date of r000rdfne unless a dlferent data Is specula WARNING•TOOWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THEEXPIRATION OF THE NOTICE OF COMM ENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I, SECTION 713.13. FLORIDA STATUTES, AND OAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE',IOB SITE BEFORE THE tARST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. • • $Ignptyr �� e er(s) or•Owner(s)' Authorized Offioer/Olrector/Partner/Mena Sy ILL/ Sy Print Name fj %it. Print Name Trtle/Offtoe bW .. Title/Office. STATE OF FLORIDA COUNTY OF MIAMI•DADE The foregoing Instrument was ackno By 4 individually, or al as afore me s, CO, ter day of. ;rune �n. for • ft 47 Peraonaily known, or ( p oduced the following type of Identification: gAA.'S.— 3D ~. 1 I 5 1 Q V Signature of Notary Public: Print Name: (SEAL) YERIEJCATION PURSUANT TO SECTION 92.526.'FLORIDA STATUTES:. • Under penalties of perjury, 1 declare that 1 have read the foregoing and • . that the facts stated In it are true, to the best of my knowledge and belief. • • Signature(s) ..•y nor(s) or Owner(sys Authorized Officer/Direotor/Partner/Manager who (47 Iz -• COMMISSION #80227364 EXPIRES: June 11, 2022 Bonded Thai Aaron•Noary 8:9-2202017 Reileh Engineering Corp. (Consulting Engineer) 2370 Southwest 123`d Avenue Miami, Florida 33175-1174 Tel : 305-823-8008 / 305-397-6414 Fax: 305-823-3300 / 305-884-8834 Website: www.reilehengineering.com August 23, 2018 PMS Roofing 4360 Oakes Road Davie, Florida 33314 Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 10618 Northeast 11 Avenue Miami Shores, Florida Information provided by client: Permit Number: Not Provided Date Completion: August 20, 2018 Roofing Contractor: PMS Roofing • Project Number: 18-1117 (Testing L,aboratoiy Certificate 4 16-0602.01) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above re erenced.projeel. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically, attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type ol'tiie used for this project was reported to be Concrete/Clay Roof Tile. This tile was reported 10 hate been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components ifi the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and one (1) test in each corner were conducted. _ Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above -mentioned protocol. • Attached please find a copy of our test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may, be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation M a ad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 10618 Northeast II Avenue Miami Shores, Florida Cover Page Page 2 thru 6 of 6 Drawing 18-1117 Reileh lingineering Corporation -- Project Number - 18-1 1 17 — Page 2 or Report of TILE UPLIFT TEST for Residential Home 10618 Northeast 11 Avenue Miami Shores, Florida Project Number: 18-1117 S Test Number Test Load (Ibt) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass ' 20 35 Pass 21 35 Pass 22 35 Pass 23. 35 Pass 24 35 Pass Reileh Engineering Corporation -- Project Number - 18-1 117 - Page 3 of 6 Test Number 25 Test Load (1bf) 35 Test Status Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass '51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass I Reileh Engineering Corporation -- Project Number - 18-1 1 17 — Page 4 of 6 Test Number 55 Test Load (lbf) Test Status 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 ,.35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83, 35 Pass 84 35 Pass Reileh lingineering Corporation -- Project Number - 18-1 1 17 — Page 5 of 6 Test Number Test Load (lbf) Test Status 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass Test 1-10 Corner, 11-20 Ridge Caps, 21-37 Perimeter, 38-92 Field Reileh 1 ngineeringCorporation -- Project Number - 18-I 1 17 — Page 6 46 65' 5 6 25 29 32 57 7 8 , €.� 24 gr 68 6747 49 70 51 66 50 B B \7675571 72 74 42 ,I6 77 78 f it70 6 25 14 52 O 5 '' +r- 86 89 88 '� 91 92 45 85 40 41 79 80 59 55 ' 22 90 65 62 55 58 0 61 64 57 84 a P 54 57 55 56 82 59 60 56 5 2 2 NUMEEt? OF TEST PEP1MFTEt? - 900 SF O PII7GE CAP TEST LOCATION FIELD - 55 COC?NEP = 50 5F PEkIMETEk = 17 6 DENOTES C OKEN TILE COPNEp - 10 PEE'IMETEP f715TANCE, a = 3' L VENOMS LOOSE TILE II2GE CAP - 10 Comm Al?EA - ' ' X 3' 18 - 1117 AP1TOX. OOF TEST LOCATIONS, A, A5, ANI7 DIMENSIONS