RF-05-19-1130 UPLIFTederal Phone:954-784-2941
E-Fax: 954-784-7875
131ngineering admin@fed-eng.com
www.fed-eng.com
poes#i ng, Inc.
Dated: Thursday, June 27, 2019 Order Number 19R442
KMR Roofing, LLC
10424 West State Road 84, Suite #10
Davie, FL 33324
RE: TAS-106 Tile Uplift Test
Propos oo : u chins
Perm �F-05-19-1130
1225 NE 93rd-Str
Miami Shores, FL 33138
In accordance with your authorization, Federal Engineering & Testing, Inc. has performed Tile Uplift Testing in
compliance with Testing Application Standards TAS-106 and the FloridaBuilding Code High Velocity Hurricane Zone on
June 26, 2019 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 71 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 - 18 Corner
See Attached Diagram
35 ± 5 Pounds
Passed
19 - 48 Perimeter
See Attached Diagram
35 ± 5 Pounds
Passed
49 - 63 Field
See Attached Diagram
35 ± 5 Pounds
Passed
64 - 71 Hip/ Ride
See Attached Diagram
35 ± 5 Pounds
Passed
All test results were found to be in compliance with
TAS-106 and the Florida Buddin.9 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
resuits. As -mutual protection I., ulmhts, the pub!-.*--- ail-repeii6 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
commer,is, please- give us a call. It has been a pleasure working with you and look forward to doing so again in the
near future.
'3!'rcerely,
w
KziiFZeBlanc, P.E.
Federal Engineering a Testing, Inc.
F16ride Reg. No, 59,494
Certificate of-Authoriz'atie.. # 5471
Miami -'Cade Counby Certification # 18-1105.02
,, 60 ,
HIAM FDOTT
-®�n
f.
a= 0. 1 (w) = 0. 1 ( 74 ') = 7.4'
a= 0.4 (h)= 0.4( 20 ') =
8 '
- Perimeter Dimensions =
4 '
Figure R301.2(7) Component & Cladding Pressure
Zones
Corner Area:
288 S.F. =
18 tests
Perimeter Area:
748 S.F. =
30 tests
,Field Area:
1964 S.F. =
15 tests
Ridge Caps:
153 =
8 tests
Total Tests Performed:
=
71
,J
[Y ederal
ngineering
& "esting, Inc.
v
N
*All dimensions are approximate*
Test Location Sketch
Federal Engineering $ Testing Inc. 3370 NE 5th Avenue, Oakland Park, FL 33334
Client: KMR Roofing, LLC Project: Proposed Roof: Hutchinson
Test: TAS-106 Tile Uplift Test Project Address: 1225 NE 93rd Street
(Test location sketch is not to scale) Miami Shores, FL 33138