RF-02-22-393 UPLIFTLank Engineering LLC.
Testing & Engineering Services
Tel: 954.245.8976; Fax: 954.301.7776
5230 NE 18 Avenue
Fort Lauderdale, FL 33334
Attention:
Test Date: 03/24/2022
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Property Address:
Roof Tile Uplift Test Report
Miami Shores Village, Building Department
10050 N.E 2"d Avenue, Miami Shores, Florida 33138
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Permit #: RF-02-22-393
100 NE 95 Street, Miami Shores, FI
Roof Pitch: Type of Tile:
3 in 12 Roof Tile per NOA
Roof Area:
31.00 squares
Tile Attachment Method:
Two Component Polyurethane Foam Adhesive -Poly Pro AH 160
Client: Perkins Roofing
Test Location Total Number of Tests
Field Uplift Pull Test
Test results
Perimeter Area: 12.00 sq.
12
As per FBC 2020
Passed
Field Area: 19.00 sq.
19
As per FBC 2020
Passed
No. of Corner: 11
11
As per FBC 2020
Passed
Ridge Areas: 170 pcs.
17
As per FBC 2020
Passed
Important:
These laboratory results can change due to future weather impacts and /or unavoidable roof traffic.
Therefore, this report represents the TAS 106 results at the time of the test.
All tested locations were done using an Imada Force Gauge instrument with a minimum uplift load of
35lbs (for mortar or adhesive set tiles) and If applicable, for mechanically attached tiles a minimum
static test uplift load of 80% of the Resistance Moment (Mr') or 80% of the Resistance Load (Y) as
listed in Product Approval (NOA) was applied.
Please see attached a Roof Sketch for this project
Lank Engineering Inc. (NOA 21-1122.01)
Andre Bigatao, PE
Fla. Reg. No: 80977
Povvereci by 0 roofr
Diagram
100 NE 95th St, Miami Shores, FL 33138, USA
This report was prepared by Perkins Roofing Corporation. Copyright O 202.2 Roofr.com I All rights reserved. 3 C)