RF-17-2030 (2) t �
a. Phone,954.784-2941
eder
1 800-848-1919
8 TESTING INC. P Fax 954-784-7875
250 SW 13th ave Pompano Beach,FL 33069 ' fed-eng.com
Dated: Thursday, October 19, 2017 Order Number 17-PBR-328
Paul Bange Roofing
{ 7000 SW 21 st Place
Davie,Florida 33317
RE:. TAS-106 Tile Uplift Test \Q
Proposed Roof: Trawick Residence
` Permit#: RF-8-17-2030
533 NE 92nd Street
Miami Shores, FL 33313
1 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
1-.on October 17, 2017 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. I
t The subject roof consisted of Flat Concrete Tile Foam Set. The pitch of the subject roof is 3.5/12. Our field engineer
i visited the site and conducted 86 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: -
I
Field Test Results
Test Number Test Location Field Uplift Pull Test .. Test Results
1 - 19 Corner See Attached Diagram 35± 5 Pounds -Passed
E ; 20 - 59 Perimeter See Attached Diagram 35± 5 Pounds Passed
60 - 79 Field See Attached Diagram 35± 5 Pounds Passed
80 86 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 V
1
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 o"r regarding our.
reports,is reserved pending our written approval. i
I
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... �y
Ke'jth LeBlanc, P;E
Peral Engineerin8�g Testiriy;Inc.
rioi
Flolida.Rpg^No.,593944
Certificate of Author:_�aition'#5471
Miami-Dade Counfji Certification#16-0203.07
_ i
=a MW
Construction Material American Concrete Miami Dade Florida Department
Engineering Council Institute: County• of Transportation
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-- 4-1-
a=,54 (W)=
a=0.1 (w)= 0.1( 62 ') = 6.2 '
-a=0.4(h)= 0.4( 25 ') _•10.0 ' $
Perimeter Dimensions = 4.0 '
Figure R301.2(7)Componet&Cladding Pressure Zones
' .
Corner Area: 304 S.F. = 19 tests j
Perimeter Area: 1148 S.F. = 40 tests
Field Area 2548 S.F. = 20 tests p
Ridge Caps: 131 = 7 tests 'All dimensions are approximate'
1 Total Tests Performed: __ 86,_
• r
' a F
Test Location Sketch
Federal Engineering & Testing Inc. 250 SW 13th AVE Pompano Beach, FL 33069(954) 784-2941
Client: Paul Bange Roofing - ,;, Project: Proposed Roof: Trawick Residence
Test: TAS-106-Tile Uplift Test Project Address: 533 NE 92nd Street
(Test location sketch is not to scale) Miami Shores, FL 33313
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