RF-07-22-1896 Uplift Test 68 NW 95 StLank Engineering LLC.
Testing & Engineering Services
Certificate of Authorization#33264
Tel: 954-245.8976; Fax: 954,301.7776
1000 E Atlantic Blvd. #119
Pompano Beach, FL 33060
Attention:
Client: Roof Giants
Test Date: 01/26/2023
1 Property Address:
Roof Pitch:
6in12
Tile Attachment Method:
Roof Tile Uplift Test Report
Village of Miami Shores Building Department
Permit # RF-07-22-1896
68 NW 95th Street, Miami Shores, Florida
Type of Tile: _ Roof Area:
Roof Tile per NOA 20.00 squares
Two Component Polyurethane Foam Adhesive -Poly Pro H 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: 10.00 sq. 1,o As per F:K 2C20 Passed
Field Area: 10.00 sq. 10 As per FBC 2020 Passed
No. of Corner: 8 8 As per FBC 2020 Passed
Ridge Areas: 130 PCs 13 As per FBC 2020 Passed
Im,00rton t:
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 lmada 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
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