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RF-08-636 (2)t Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -80728 Permit Number: RF -4-08 -636 J Inspection Date: September 22, 2009 Inspector: Bruhn, Norman Owner: MEYER, NICOLA & GUNTHER Job Address: 860 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SOUTHERN ENGINEERING CONSTRUCTION LLC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (305)981 -0540 Parcel Number 1132060142550 Phone: (305)251 -3000 Building Department Comments ROOF TILE FOR NEW CONSTRUCTION Passed , Inspector Comments C Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until September 21, 2009 For Inspections please call: (305)762 -4949 Page 1 of 1 Reileh Engineering Corp. (Consulting Engineer) P.Q. Box 22011 Hialeah, Florida 33002 Tel:305- 823 -8008 Fax: 305 -823 -3300 September 22, 2009 Double Diamond Construction Miami, Florida Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 860 Northeast 98 Street Miami, Florida Information provided by client: Permit Number: RF08 -636 Date Completion: September 18, 2009 ,Roofing Contractor: Double Diamond Construction Project Number: 09 -1151 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Real eh En completed the Roof Tile Uplift Test at the above referenced project. This testing accordance with Roofing Application Standard TAS No.106 -- Standard procedur of the bonding of mortal or adhesive set tile system and mechanically attached, ri systems. The total ofthe tested roof surface area was less than 10000 square feet, and the m is less than 40 feet above ground surface. The type of file used for this proje Barcelona Monier Roof Tile. This tile was reported to have been foamed in At the time of our inspdction, the entire area of the roof was examined for loose ti (1) tile in ten (10) of all Oomponents in the field area and one (1) tile in five (5) of and comer areas were physically examined. A minimum of one (1) test per every field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer Based on our test read meets the test ire test report -o r your _r ering Corporation performed in general for field verification d, discontinuous roof an height ofthe roof t was reported to be lace. s. Not less than one ales in the perimeter o (2) squares in the eas were conducted. Reileh Engineering Corporation appreciates the opportunity of assisting you in th..s project. Ifyou have anyyquestions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation M i hamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 860 Northeast 98 Street Miami, Florida Reileh Engineering Corporation -- Project Nuinber - 09 -1151 — Page 2 of 6 Report of TILE UPLIFT TEST for Residential Home 860 Northeast 98 Street Miami, Florida Pro'ect Number: 09 -1151 Test Number Test Load (Ibf) Ttst 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 Reileh Engineering Corporation -- Project N ber -09- 1151 — Page 3 of Test Number Test Load (1b T ° t Status 24 35 Pass 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 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass Reileh Engineering Corporation -- Project N tuber - 09-1151 — Page 4 of 6 Test Number Test Load (lbf) 3Test Status 52 35 Pass ' 53 35 Pass 54 35 Pass 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 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 Reileh Engineering Corporation -- Project Number - 09 -1151 — Page 5 of 6 Test Number Test Load (1:bi) ' Test Status 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass 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 94 35 Pass 95 35 Pass 96 35 Pass 97 35 Pass 98 35 Pass 99 35 Pass 100 35 Pass 101 35 Pass 102 35 Pass 103 35 Pass 104 35 Pass Reileh Engineering Corporation -- Project Number - 09 -1151 — Page 6 of 6 • H 81 80' 54 24 96 91 72 99 /0 98 55 ' 95 94 2 90 8 19 91 11 80 48 68 69 99 28 99 67 19 44 14 82 * a 75 12 II . • eta 100 9 101 9 102 7 65 64 09 2 58 .. 19 92 88 62 61 81 14 99 16 :,. 86 8 46 78 0 47 9 65 B9 91 6 09-III 66 90 04 APROX, 1200r 151- LOCA110N5 ANI7 PIMN510N5