RF-06-20-1295 TILE UPLIFT0
N
Reileh Engineering Corp.
(Consulting Engineer)
2370 Southwest 123'� Avenue -
Miami, Florida 33175-1 i 74
Tel: 305-823-8008
Fax:305-823-3300 / 305-397-6414
August 27, 2020
Paletz Roofing and Inspections
10428 West State Road 84
Unit 7
Davie, Florida 33324
Project: ROOF TILE UPLIFT TEST REPORT
Guard House
11300 Northeast 2 Avenue
Miami Shores, Florida
Information Provided by client:
Permit Number: RF-06-20-1295
Date Completion: August 24, 2020
Roofing Contractor: Paletz Roofing and Inspections
Project Number: 20-1209
(Testing Laboratory Certificate ## 16-0602.01)
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 gro-und surface. The type of the used for this project was reported to
be Eagle Bel Air Roof Tile. This the 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 (I) 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 (1) test per, every Iwo (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 ineels the test requirement outlined in the above-mcntioned protocol. Attached please find
a copy of our test report for your revleVl.
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
f.
Mohamad Sonny Salleh, P.E.49014
Project Manager
TILE UPLIFT TEST
Guard House
11300 Northeast 2 Avenue
Miami Shores, Florida
Submittals:
Cover Page
Page 2 thru 3 of 3
Drawing 20-1209
Reileh Engineering Corporation -- Project Number - 20-1209 — Page 2 of3
Report of
TILE UPLIFT TEST
for
Guard House
11300 Northeast 2 Avenue
Miami Shores, Florida
Project Number: 20-1209
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
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
Test 1-8 Corner, 9-10 Ridge Caps, 11-14 Perimeter, 15-22 Field
Reilch Engineering Corporation -- Project Number - 20-1209 — Page 3 of 3
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CIVIL Reileh Engineering Corp.
(Consulting Engineer)
2370 Southwest 123dAvenue
Miami, Florida 33175-1174
ENGINEER Faxel: / 305-397-6414
August 27, 2020
Paletz Roofing and Inspections
10428 West State Road 84
Unit 7
Davie, Florida 33324
Project: RQ QF TILE PLIFT TEST REPORT
Guard House
l 1300 Northeast 2 Avenue
Miami Shores, Florida
Information provided by client:
Permit Number: RF-06-20-1295
Date Completion: August 24, 2020
Roofing Contractor: Paletz Roofing and Inspections
Project Number: 20-1209
(Testing Laboratory Certificate # 16-0602.01)
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 Eagle Bel Air 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) the 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 (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 referenced
project meets the test requirement outlined in the above -mentioned protocol. Attached please find
a copy of our test report for 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;
Reileh Engineering Corporation
Mohamad Sonny Salleh, P.E.49014
Project Manager
TILE UPLTF FTM
Guard Huusc
11300 Northeast 2 Avenue
Miami Shores, Florida
Submittals:
Cover Page
Page 2 thru 3 of 3
Drawing 20-1209
Reileh Engineering Corporation -- Project Number . 20.1209 — Page 2 of 3
Report of
TILE UPLIFT TEST
for
Guard House
11300 Northeast 2 Avenue
Miami Shores, Florida
Pro eet Number: 20-1209
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
10
35
Pass
11
35
Pass
12
35
Pass
13
35
Pass
14
35
Pass
15
35
Pass
16
35
Pass
Test 1-8 Corner, 9-10 Ridge Caps, 11-14 Perimeter, 15-22 Field
Rcilch Engineering Corporation -- Project Number - 20-1209 — Page 3 of 3
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