RF-10-22-2556 Uplift Test 311 NE 103 StJanuary 31, 2023
To: Miami Shores Village
Building Department
10050 NE 2nd Avenue
Miami Shores, FL 33138
Engineering & Testing Co.
745 Shotgun Road, Fort Lauderdale, FL 33326
Phone: (954)581-7115, Fax: (954)581-2415
www.cebb.net
Roof Tile Uplift Test Report
Test Date:
January 31, 2023
Permit #:
RF-10-22-2556
Address:
Sigala Residence
311 NE 103rd Street, Miami Shores, FL
Contractor:
Paul Ban e Roofing
Roof Pitch:
3:12
Attachment method:
Pol Pro AH 160
Tile Type:
Ea le Capistrano
Device Used:
"IMADA DPS 110" Force Gauge Serial # 425458
Total Sloped Roof Area:
34.00 squares
All Testing is in strict accordance with the Florida Building Code, 2020 Edition, High Velocity Hurricane Zone — Testing
Application Standard (TAS) 106.
Roof Area: 34.00 squares
Total Number of Tests
Number of tests Passed
% Passed
Field Area 1): 16.00 squares
9 T36-T44
9
100%
Perimeter Area 2 : 18.00 squares
26 T10-T35
26
100%
No. of Corner Areas 3 : 9
9 T1-T9
9
100%
—Ridge/Hip Areas:262 pcs
14 T45-T57
14
100%
Based upon the field tests, I certify that 100% of the static up -lift tests "PASSED" the testing criteria of 35.0 lbf load, and
meets the attachment resistance for adhesive Set Systems, as specified in the NOA.
Should you have any questions regarding the above, or if require additional information, please do not hesitate to
contact this office.
Sincerely,
CeBB gineerii �T tieoHU2�
(NO A 8 ) G RV r ��
1/311 3
0830)
RCI Registration C I, 100
For The Firm
Cc: Paul Bange Roofing
Enc. Location Sketch
Calibration Certificate
1 ■
i• a
Engineering & Testing Co.
745 Shotgun Road, Fort Lauderdale, FL 33326
Phone: (954)581-7115, Fax: (954)581-2415
www.cebb.net
HANDLIFT RESULTS: Passed the protocol criteria of less than 3% loose. We performed the up -lift test
T — Tested tiles and Passed;
Total Area:
34.00 squares
No. of tested Tiles:
F — Tested tiles and Failed;
- Field Area (1):
16.00 squares
- Field Area: 9
M — Missing Tiles;
- Perimeter Area (2):
18.00 squares
- Perimeter Area: 26
B — Broken Tiles;
- No. of Corner area (3):
9
- Corner areas: 9
-Ridge/hip areas:
262 pcs
- Ridge/Hip areas: 14
31
Legend:
36-44 Field tests
10-35 Perimeter tests
1-9 Corner tests
45-57 Ridge Tests
TAS 106
TESTS LOCATION SKETCH
Permit # RF-10-22-2556
Sigala Residence
311 NE 103`d Street, Miatni Shores, FL
Engineering & Testing Co.
745 Shotgun Road, Fort Lauderdale, FL 33326
Phone: (954)581-7115, Fax: (954)581-2415
www.cebb.net
TEST RESULTS
(P = PASSED, F = FAILED)
Test Location
Uplift
Pull
Test (P
or F)
Test Uplift
Location Pull
Test (P
or F)
Test
Location
Uplift Test
Pull Location
Test (P
or F
Uplift
Pull
Test (P
or
Test
Location
Uplift
Pull
Test (P
or F
1
P
26
P
51
P
2
P
27
P
52
P
3
P
28
P
53
P
4
P
29
P
54
P
5
P
30
P
55
P
6
P
31
P
56
P
7
P
32
P
57
P
8
P
33
P
9
P
34
P
10
P
35
P
11
P
36
P
12
P
37
P
13
P
38
P
14
P
39
P
15
P
40
P
16
P
41
P
17
P
42
P
18
P
43
P
19
P
44
P
20
P
45
P
21
P
46
P
22
P
47
P
23
P
48
P
24
P
49
P
25
P
50
P
Engineering & Testing Co.
745 Shotgun Road, Fort Lauderdale, FL 33326
Phone: (954)581-7115, Fax: (954)581-2415
www.cebb.net
QC Metallurgical, Inc.
Testing & Consulting Services
CEBB Corporation
P.O. No.Verbal
Imada-Digital Force Gauge
Range 0-100 Lbs.
Serial No. 425458
Standard In Lbs.
0
10
20
40
60
80
100
-10
-20
-40
-60
-80
-100
Accuracy f 1 % @ Indicated Scale
Instrument Reads in
Lbs.
0.0
9.9
19.9
39.9
59.8
79.8
99.7
-9.9
-19.9
-39.9
-59.9
-79.8
-99.7
Scale is within f 1 Lb., no adjustments were made.
April 11, 2022
QCM Job No. 22DM-197
Calibrated with Salm Slotted Weights. S/N QCM-425, 71 pieces. Runge Varies. Accuracy at Varies. N.I.S. r.
4 KELC334393. Date 08/12/2017 - Due: 08/31/2022.
Calibrated I.A.W. ANSI/NCSI. 7540-t
Environmental Conditions:701+/-3°F.
The accuracy and calibration of this instrument are traceable to the National Institute of
Standards & Technology and are guaranteed to meet publish d sp1e/cinf)atinfts.
Date Calibrated 4/11/2022 '� "J ""
Date Due 4/11/2023 Jemy i ciofano V
Q. C. Metallurgical, Inc.
2870 Stirling; Road * I lollywood, PI. 33020-1 199 * (954) 889-0089 * Fax (954) 362-5742
F-mail: f'gratc@gcmct.com