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RF-18-171 (2) C I V I L Reileh Engineering Corp. (Consulting Engineer) 2370 Southwest 123`d Avenue Miami,Florida 33175-1174 Tel:305-823-8008/305-397-6414 ENGINEER Fax:305-823-3300/305-884-8834 Website:www.reilehengineering.com March 7, 2018 Cherry Roofing Enterprises 3901 Southwest 40 Avenue Hollywood, Florida 33023-6223 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 1685 Northeast 104 Street Miami Shores, FloridaJ'A Information provided by client: Permit Number: Not Provided . Date Completion: March 5, 2018 Roofing Contractor: Cherry Roofing Enterprises Project Number: 18-0283 (Testing I.aborator5• Certificate,#11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. 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 of tile used for this project was reported to be concrete/clay Roof Tile. This tile was reported to have"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 in 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)tesvin each corner were conducted. _---�-�-- �, .._-_._ _ ._ .._ -Y -.�,,-•,.,r.�...�...,�-,r -. �. ,. _ Kms-._._�..a Based on our.test.results, we conclude t''r at;tlie installation-of the-roof file.,at-the above referenced 'project meets the,test�requirement outlined inithe above-mentioned:protocol. 'Attache please find a copy ofaour test.report,fo'r your review: .. ..t�i- 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 f � r ohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 1685 Northeast 104 Street k Miami Shores,Florida Cover Page Page 2 thru 7 of 7 Drawing 18-0283 I Reileh Engineering Corporation--Project Number-18-0283—Page 2 of 7 Report of TILE UPLIFT TEST for Residential Home 1685 Northeast 104 Street Miami Shores, Florida Project Number: 18-0283 Test Number Test Load, Ib Test Status 1 ' 35 Pass } 2 35 Pass 3 35 Pass G 4 35 Pass 5 35 Pass 1 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 P 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass i 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass i , 24 35 Pass - Reileh Engineering Corporation--Project Number-18-0283-Page 3 of 7 Test-Number Test Load lb Test Status 25 35 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 f 44 35 Pass f 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 Reileh Engineering Corporation--Project Number-18-0283—Page 4 of 7 Test Number Test Load lb Test Status 55 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 I 68 35 Pass F f 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass I 74 35 Pass i 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass a 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass r 83 35 Pass 84 1 35 Pass Reileh Engineering Corporation--Project Number- 18-0283—Page 5 of 7 i "Test Number Test Load lb 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 93 35 Pass I 94 35 Pass 95 35 Pass 96 35 Pass 97 35 Pass 98 35 Pass 99 35 Pass a 100 35 Pass 101 35 Pass 102 35 Pass 103 35 Pass 104 35 Pass 105 35 Pass 106 35 Pass 107 35 Pass 108 35 Pass 109 35 Pass 110 35 Pass 111 35 Pass 112 35 Pass 113 35 Pass 114 35 Pass Reileh Engineering Corporation--Project Number- 18-0283—Page 6 of 7 I r TestNumber Test Load(lbo Test Status , 115 35 Pass 116 35 Pass 117 35 Pass 118 35 Pass k Test 1-16 Corner, 17-33 Ridge Caps, 34-56 Perimeter, 57-118 Field i r r I Reileh Engineering Corporation--Project Number-18-0283-Page 7 of 7 14 s7 u 78 16 II %14 IIS 19 1174015 55 116 el 85. 115 41 I 43 42 114 1 82 88 86 56 55 9 N 87 � 68 67 Bq 66 113 III 109 89 8554 10 55 1 112 110 44 11 65 65 108 101 106 58 90 12 61 94 64 62 60 5" I 52 92 96 101 102 b5 0459 98 I 91 95 100 `50 51 6 91 99 I 2 45 46 47 48 '19 3 150, NUMMR OF t1;5t Mt;IWSk - 1800 5P 0 tuna-CAP 95t LOCATION FEW - _ -62 - - �COf;W - 80 5P MOfU 25 PENOT5 WOKEN OWNW - 16 Mt?IM V 1715MNC�, a - 5' L MNOTF5 005 Uile 18'028 0126e CAP 6 11 COM AlTA- 3'X 5' APMOX.POOP t5t LOCATION5,AMA5, ANP t9lWN51ON5