RF-17-1689 (2) C I V I L Reileh Engineering Corp.
(Consulting Engineer)
2370 Southwest 123rd Avenue
Miami,Florida 33175-1174
Tel:305-823-8008/305-397-6414
ENGINEER Fax:305-823-3300/305-884-8834
Website:www.reilehengineering.com
August 23, 2017
Cherry Roofing Enterprises
3901 Southwest 40 Avenue
Hollywood, Florida 33023-6223
Project: ROOF TILE UPLIFT TEST REPORT �\
Residential Home 1J
1098 Northeast 96 Street f
Miami Shores, Florida
Information provided by client:
Permit Number: Not Provided
Date Completion: August 21, 2017
Roofing Contractor: Cherry Roofing Enterprises
Project Number: 17-0847
(Testing Laboratory 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 p&ject. 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 the 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'roject 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)the in five'(5)of all tiles in the
perimeter and comer areas were physically examined. A minimum of one (t)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:nd
copy-of our test report for,your review.
f
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
ohamad Sonny Salleh, P.E.49014
roject Manager
TILE UPLIFT TEST
Residential Home
1098 Northeast 96 Street
b Miami Shores,Florida
Cover Page
Page 2 thru 5 of 5
Drawing 17-0847
I
f
44 Y 4r.
t l
Reileh Engineering Corporation--Project Number- 17-0847—Page 2 of 5
Y
Report of
TILE UPLIFT TEST
' for
Residential Home
1098 Northeast 96 Street
Miami Shores, Florida t
Project Number: 17-0847' .
t
Test Number Test Load lb 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
r 10 35 Pass
11 35 Pass
12 35 Pass
13 35 Pass
1 14 35 Pass
f
15 35 Pass
16 35 Pass
17 35 = Pass
+' '
18 35 9 Pass
19 35 ` f:.Pass
20 35 .' Pass .
21 35 °{ Pass.,*
22 35 Pass
23 35 Pass
24 35 Pass
i k Reileh Engineering Corporation--Project Number- 17-0847—Page 3 of 5
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
44 35 Pass
45 35 Pass
46 35 Pass
47 35 : Pass
48 35 Pass
49 35 Pass
50 35 *, Pass'=s
M1.'n
51 35 Pass
52 35 Pass
53 435 Pass
54 35 Pass
r
Reileh Engineering Corporation--Project Number- 17-0847—Page 4 of 5
i
Test Number Test Load lb Test Status ,
55 35 Pass
r ,
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
Test 1-23 Corner, 24-31 Ridge Caps, 32-55 Perimeter,'56-76 Field
ti
W a. .
fi Reileh Engineering Corporation--Project Number- 17-0847—Page 5 of 5
i
'71-
2 5 4 5 6 7 8 '
64
67
9
49
65
66 48
51 9
10 56 II 12 15
I 25 22 58 57
47 59 40 72
60
45, 6I
46 55
p 62
60
45 75 �
44 76 74 66 52n
58
45 65
54 55
57 69
56
70
42
9
> r� 17 IG 15 14 .
ti: 55 54
NUMMP OF S5t "h` KOWSP' 2200 5F
O PIZZ CAP t5t IACA110N
FEW - 21 CORP r = -200 5F -- -
CW �
OPNEP P a -23 MUM n15MCT,a � 3' L24 13 MWOTf5 005 11.�
117'O84-7
PIP6G CAO s B. CMrP AMA- 3'X 3'
APPPDX.P00F T5f LOCATION5,APPA5, ANn[91WN510N5