RF-04-22-1030 UPLIFTLank Engineering LLC.
Testing & Engineering Services
Tel: 954.245.8976; Fax: 954.301.7776.;
5230 NE 18 Avenue
Fort Lauderdale, FL 33334
Roof Tile Uplift Test Report
Attention: City of Miami Beach, Building Division,
1700 Convention Center Drive, Miami Beach, FL 33139
Client: On Time Roofing
Test Date: 03/18/2022
Permit # RF-12-22-1030
Property Address: 10626 NE 11 Court, Miami Beach, FI
Roof Pitch: Type of Tile: Roof Area:
3 in 12 Roof Tile per NOA 30.00 squares
Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro AH 160
Field Instrument : IMADA Force Gauge 0-100 Serial number: 243454
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:
18.00 sq.
18 As per FBC 2020
Passed
8No. of Corner:
8
8 As per FBC 2020
Passed
Ridge Areas:
260 pcs.
26 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 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
MAY i i 2929 . �. .