RF-11-22-2909 Uplift Test 1098 NE 96 StLank Engineering LLC.
Testing & Engineering Services
Tel: 954.245.8976; Office:754.307.3391
1000 E Atlantic Boulevard, U-119
Pompano Beach, FL 33060
Attention:
Test Date: 03/19/2023
Property Address:
Roof Pitch:
3.in 12
Tile Attachment Method:
Field Instrument:
Roof Tile Uplift Test Report
Miami Shores Village, Building Department
10050 WE 2"d Avenue, Miami Shores, Florida 33138
Contractor: Planet Roofing
Permit #: RF-11-22-2909
1098 NE 96 Street, Miami Shores, FI
e of Tile:
Roof Tile per NOA
Roof Area:
4.00 squares
Two Component Polyurethane Foam Adhesive -Poly Pro AH 160
IMADA Force Gauge 0-100 Serial number: 243454
Test Location
Total Number of Tests
Field Uplift Pull Test
Test results
Perimeter Area: 2.00 sq.
2
As per FBC 2020
Passed
Field Area: 2.00 sq.
2
As per FBC 2020
Passed
No. of Corner: 8
8
As per FBC 2020
Passed
Ridge Areas: 20 pcs.
2
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.
Lank Engineering Inc. (NOA 21-1122.01)
Andre Bigatao, P.E.
Fla. Reg. No: 80977
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MAR 1 9 2023
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