RF-05-22-1316 UPLIFTLank Engineering LLC.
Testing & Engineering Services
Certificate of Authorization #33264
Tel: 954-245-8976- Fax: 954.301.7776
5230 NE 18T" Avenue
Fort Lauderdale, FL 33334
Attention:
Client: Cherry Roofing
Test Date: 07/14/2022
Roof Tile Uplift Test Report
Village of Miami Shores, Building Department,
10050 NE 2"d Avenue, Miami Shores, FL 33138
Permit # f�
Property Address: 185 Northeast 108th Street, Miami Shores, FL
Roof Pitch:
4in12 I
Tile Attachment Method:
Field Instrument :
of Tile:
Roof Tile per NOA
Roof Area:
19.85 squares
Two Component Polyurethane Foam Adhesive -Poly Pro H 160
IMADA Force Gauge 0-100 Serial number: 8G190014
Test Location
Total Number of Tests
Field Uplift Pull Test
Test results
Perimeter Area: 9.85 sq.
10
As per FBC 2020
Passed
Field Area: 10.00 sq.
10
As per FBC 2020
Passed
No. of Corner: 8
8
As per FBC 2020
Passed
Ridge Areas: 70 pcs.
7
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 (f') as
listed in Product Approval (NOA) was applied.
Please see attached a Roof Sketch for this project
Cordially,
Lank Engineering LLC. (NOA 21-1122.01)
Andre Bigatao, PE
Fla. Reg. No: 80977