RF-17-2804 (2)1111 iami Shores Y
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RE: Permit# 47- 2$0Lt
DATE: 1Q--
INSPECTION AFFIDAVIT
S C licensed as a (n) Contractors Engineer / Architect,
(Print name and cirde License Type
License'#:
e�,-
, , Or or about
(bate & Vine)
work at Nict (L jag & /it S A -o fLar
(Complete Job Site Address) / ! - 2- Cvat.$)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on c :44 F.S)
FS 468 Building Inspector
, I did personally inspect the roof deck: nailing `'�'�
Signature
State of Florida
County of Dade:
eP,
The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this
Notary Public, Sate of Flo
i'cikV trFR
day of •e -C 2-oI
9L36P000 # NOISSIWWOO ANI
3103 ci ti3AINN3r
'General; Building, Residential, or Roo ing Contractors or any individual certified under 468 RS, to make such an inspection. Include photographs of each plane of the roof with
permit # and address # clearly shown marked on the deaf for each inspection
G:naaeori nnr7NhYN14lllkf79 nrnnn
1
January 2, 2018
Reileh Engineering Corp.
(Consulting Engineer)
2370 Southwest 123r'' Avenue
Miami, Florida 33175-1174
Tel : 305-823-8008 / 305-397-6414
Fax: 305-823-3300 / 305-884-8834
Website: www.reilehengineering.corn
Cherry Roofing Enterprises
3901 Southwest 40 Avenue
Hollywood, Florida 33023-6223
Project:
Dear Sirs;
ROOF TILE UPLIFT TEST REPORT
Residential Home
1481 Northeast 104 Street
Miami Shores, Florida
Information provided by client:
Permit Number: Not Provided
r r�. Date Completion: December 29, 2017
Roofing Contractor: Cherry Roofing Enterprises
Vi -v7
Project Number: 17-1257
(Testing Laboratory Certificate .#11-0715.04)
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 (I) 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 reference
d
P,.
ecttii e_.ets thfind
e test}requirement; outlined in the above-mentioned' protocol. Attached please
roJ
a copy„of:our test report_fc 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;
Reilelt "Engineering Corporation
/d2C,
Mohamad Sonny Salleh, P.E.49014
Project Manager
TILE urtir r TEST
Residential Home
1481 Northeast 104 Street
Miami Shores, Florida
Cover Page
Page 2 thru 5 of 5
Drawing 17-1257
Reilch Enginceriag C orporauon -- Project Number - 17-1257 — Page 2 of
Report of
TILE UPLIFT TEST
Residential Home
1481 Northeast 104 Street
Miami Shores, Florida
Project Number: 17-1257
"'"Test,Number
Test Load (Iht)
Test Status
1
35
Piss
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
33
Pass
15
35
Pass
16
35
Pass
17
35
Pass
18
35
Pass
19
35
Pass
20
35
P.tss
21
35
Pass
22
35
Pass
23
35
Pass
24
35
Pass
Reileh Engineering Corporation -- Project Number - 17-1257 — Page 3 of 5
' .• ->aTestNumber
Test Load (Ibf)
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
51
35
Pass
52
35
Pass
53
35
Pass
54
35
Pass
Reileh fingineertog ('nrporation -- Project Number - 1 7- 1 257 — Page ,1 0l
. ,'=Test Number
Tcst Load (lbf')
Tcst 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
Puss
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
lass
75
35
Pass
76
35 .
Pass
77
35
Puss
78
35
Puss
79
35
Pass
Test 1-16 Corner, 17-25 Ridge Caps, 26-40 Perimeter. 41-79 Field
Rcitch 17ngincerint l orixxntinn -- I'rojeci Nuinhcr - 17-1257 — I'ace
26
21
28
/
75
78
40
77
X10
54
55
92
51
57
29
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5
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ECY
17-127
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