RF-05-21-1121 uplift testDederal � Zl , j 1 b Phone: 954-784-2941
�1 E-Fax: 954-784-7875
adm.ngineering www.fed-eng.com
www.fed-eng.com
p& nesting, Inc.
Dated: Thursday, September 9, 2021
David Bange Roofing
6900 SW 21 st Court Suite #13
Davie, Florida 33317
RE: TAS-106 Tile Uplift Test
Proposed Roof: Oleksandr Roman
Permit* RF05211121
225 NE 96th Street
Miami Shores, Florda 33138
Order Number 21 R0730
In accordance with your authorization, Federal Engineering & Testing, Inc. has performed Tile Uplift Testing in
compliance with Testing Application Standards TAS-106 and the Florida Building Code High Velocity Hurricane Zone on
September 8, 2021 at the above referenced project. The purpose of our inspection was to determine the uplift capacity
of the roof tiles for the residence at the above referenced project.
The subject roof consisted of Flat Concrete Tile Foam Set. The pitch of the subject roof is 4/12. Our field engineer
visited the site and conducted 65 uplift tests on the roof tiles. All tests were performed according to the Florida Building
Code High Velocity Hurricane Zone and protocol TAS-106 using an Intercomp Scale Model CS200. The following is a
summary of results:
Field Test Results
Test Number
Test Location
Field Uplift Pull Test
Test Results
1 - 8 Corner
See Attached Diagram
35 ± 5 Pounds
Passed
9 - 39 Perimeter
See Attached Diagram
35 ± 5 Pounds
Passed
40 - 55 Field
See Attached Diagram
35 ± 5 Pounds
Passed
56 - 65 Hip/ Ride
See Attached Diagram
35 ± 5 Pounds
Passed
All test results were found to be in compliance with TAS-106 and the Florida Building Code
The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our
attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the
building official for approval. The test results presented reflect the condition of the roof system at the time of the test.
These results are time and sample dependent since roof conditions are continuously changing due to exposure to the
elements. Federal Engineering & Testing, Inc. is an independent third party providing un-biased testing information and
results and is not affiliated with our client nor do we have any financial interest in the project or determination of the test
results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of
clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved
pending our written approval.
We appreciate the opportunity to be of service to you at this phase of your project. If you have any questions or
comments, please give us a call. It has been a pleasure working with you and look forward to doing so again in the
near future.
Sincerely,
JejW'Tanon; P.E.
Federal Engineering & Testing, Inc.
Florida Reg. No. 70946
Certificate of Authorization # 5471
Miami -Dade County Certification # 21-0201.02
-� - - 3370 NE Sth Avenue gakland Park Florida 3333A -- -
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3.1 �$
f<
4 -x
�L4 5i 3�i
a= 0.1 (w) = 0.1( 70 ') =
7.0 '
a= 0.4 (h)= 0.4( 20 ') =
8 '
Perimeter Dimensions =
4 '
Figure R301.2(7) Component & Cladding Pressure Zones
Corner Area:
128 S.F. =
8 tests
Perimeter Area:
976 S.F. =
31 tests
Field Area: 1996
S.F. =
16 tests
Ridge Caps:
204 =
10 tests
Total Tests Performed:
=
65
Aegineering
ederal
Molesting, Inc.
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*All dimensions are approximate*
Test Location Sketch
Federal Engineering & Testing Inc. 3370 NE 5th Avenue, Oakland Park, FL 33334
Client: David Bange Roofing Project: Proposed Roof: Oleksandr Roman
Test: TAS-106 Tile Uplift Test Project Address: 225 NE 96th Street
(Test location sketch is not to scale) Miami Shores, Florda 33138