RF-12-173 (2)f T
CIVI L Reileh Engineering Corp.'
(Consulting Engineer)
` 2370 S.W. 123 Avenue
Miami, Florida 33175-1174
Tel: 305-823-8008 / 305-397-6414 ?'
ENGINEER Fax:305-823-3300/305-884-8834
Website: www.reilehengineering.com
September 10, 2014
ESR Florida Construction Inc.
Miami, Florida
Project: ROOF TILE UPLIFT TEST REPORT
Residential Home
610 Northeast 105 Street
Miami Shores, Florida
Information provided by client:
Permit Nwnber: RF202120236
Date Completion: September 7, 2014
Roofing Contractor: ESR Florida Construction Inc.
Project Number: 14-0818
(Testing Laboratory Certificate # 11-0715.04)
Deal 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 typo of the used for this project was reported to
be Clay Barrel RtJof 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 (1) in the comer
areas were conducted.
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
Salleh, P.E.49014
Project Manager
TILE UPLIFT ITM
Residential Home
610 Northeast 105 Street
Miami Shores, Florida
Reileh Engineering Corporation — Project Number -14-0818 — Page 2 of 5
Report of
TILE UPLIFT TEST
for
Residential Home
610 Northeast 105 Street
Miami Shores, Florida
Project Number: 14-0818
IC' �9 ^r
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est'Stati"s
Tsfi Numbed 1`esf Load (lbfl
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
1 35
Pass
Reileh Engineering Corporation — Project Number -14-0818 — Page 3 of 5
"N to elr,,
s .est.Lad b
Test
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
52
35
Pass
53
35
Pass
54
35
Pass
Reileh Engineering Corporation — Project Number -14-0818 — Page 4 of 5
Test 1-19 Corner, 20-25 Ridge Caps, 26-50 Perimeter, 51-72 Field
Reileh Engineering Corporation — Project Number -14-0818 — Page 5 of 5
7-777 7
0A b k
west Stains.
"S
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
Test 1-19 Corner, 20-25 Ridge Caps, 26-50 Perimeter, 51-72 Field
Reileh Engineering Corporation — Project Number -14-0818 — Page 5 of 5
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Charles C. Mitchell, P.E.
924 N. Federal Hwy.
Hollywood, FI. 33023
Civil/Structural #11127
305-336-5069
"As -Built Certificate"
September 25, 2014
Building Official
Village of Miami Shores, FI.
Re: Roof Sheathing
610 N. E. 105th St.
Miami Shores, Fl. 33138
1 Charles Mitchell, attest that to the best of my knowledge, the structure of the property meet
code in all of the following explained in detail as follows:
Dear Building Official,
Roof Sheathing:
Roof: The roof sheathing was determined to be 5/8" Ext. GRD. plywood nailed to existing
tongue and groove and existing rafters with 12d nails @ 6" O.C. @ all supports and 12d nails @
4" O.C. @ pnl. eges.
Sincerely,
Charles Mitchell