RF-11-20-2520 TILE UPLIFT11
Engineering & Testing Co.
7450 Griffin Road, Suite 140, Davie, FL 33314
Phone: (954)581-7115, Fax: (954)581-2415
www.cebb.net
March 1, 2021
To: Miami Shores Village
Building Department
10050 NE 2"d Avenue
Miami Shores, FL 33138
Roof Tile Uplift Test Report
Test Date:
March 1, 2021
Permit #:
RF-11-20-2520
Address:
Ditommaso Residence
295 NE 104 St, Miami Shores, FL
Contractor:
Paul Ban e Roofing
Roof Pitch:
3:12
Attachment method:
ICP Pol Pro AH 160
Tile Type:
Eagle Bel Air
Device Used:
"IMADA DPS 110" Force Gauge Serial # 425
Total Sloped Roof Area:
27.00 squares
All Testing is in strict accordance with the Florida Building Code, 2017 Edition, High Velocity Hurricane Zone —
Testing Application Standard (TAS) 106.
Roof Area: 27.00 squares
Total Number of Tests
Number of tests Passed
% Passed
Field Area (1): 12.00 squares
16 (T42-T57)
16
100%
Perimeter Area (2): 15.00 squares
20 (T22-T41)
20
100%
No. of Corner Areas 3 : 10
10 T1-T10
10
100%
Ridee/Hio Areas: 165 ves
11 (T11-T21)
11
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 Engineering & Testing Co.
(NOA 18-1129.01)
02/05/2021
Eduard Badiu, P.E.
Fla. Reg. No: 59997
For The Firm ,
Cc: Paul Bange Roofing
Enc. Location Sketch
Calibration Certificate
Lc � V ap -1 &�'w
Engineering & Testing Co.
7450 Griffin Road, Suite 140, Davie, FL 33314
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:
27.00 squares
No. of tested Tiles:
F — Tested tiles and Failed;
- Field Area (1):
12.00 squares
- Field Area: 16
M — Missing Tiles;
- Perimeter Area (2):
15.00 squares
- Perimeter Area: 20
B — Broken Tiles;
- No. of Corner area (3):
10
- Corner areas: 10
-Ridge/hip areas:
165 pcs
- Ridge/Hip areas: 11
1'
Legend:
42-57 Field tests
22-41 Perimeter tests
1-10 Corner tests
11-21 Ridge Tests
TAS 106
TESTS LOCATION SKETCH
Permit # RF-11-20-2520
Ditommaso Residence
295 NE 104 St,
Miami Shores, FL
Engineering & Testing Co.
7450 Griffin Road, Suite 140, Davie, FL 33314
Phone: (954)581-7115, Fax: (954)581-2415
www.cebb.net
TEST RESULTS
(P = PASSED, F = FAILED)
Test
Location
Uplift
Pull Test
or F
Test Uplift
Location Pull Test
(P or F)
Test
Location
I Uplift
Pull Test
P (P or F)
Test
Location
Uplift
Pull Test
or
Test Uplift
Location 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
1 49
P
25
P
1 50
P
Engineering & Testing Co.
7450 Griffin Road, Suite 140, Davie, FL 33314
Phone: (954)581-7115, Fax: (954)581-2415
www.cebb.net
PORG! h ORgU! MlAOURl MINT � F
190 AAnt RRC11,9TRRF_n
1.9()/IPr: 1rl13!1 ACf]Fl�C]ITf?n
CALIBRATION CERTIFICATE
Issue Dale:
May 15, 2020
Calibration Date:
May 15, 2020
Certificate N
051520-425458E
Tcmperalure:
73 IF
Humidity:
40 %Rll
Description:
Digital Force Gouge
Model Number:
DST -I IOA
Serial Number:
425458
Capacity:
I 10 Ibl'
Accuracy:
t0.2 %RS.t 1 LSD
Resolution:
0.1 lbf
Procedure: CXAOID
QMF-I1-3-IM
Description
5/N
culifienre K
Due Dale
9'emp/RH M'rR
16311987
:2031507
80-4/7021
Illangcr
2LL11
2871867A
311512021
W-B01
5FAX
7.562225)
3232022
'Weight
23H5
2807999C Amended
12/1/2020
Weight
23GR
.2716545
3/222028
'1'11i4 document certifies that the above instrument has been calibrated and tested in accordance with Imada
calibration procedures comlucted under the conditions noted with standards, which establish an unbroken link
traceable to the International System of Units (SI) via the relevant primary national or international standards,
including National Institute of Standards and Technology (MIST). This document nurst not be reproduced
without written authorization from IMADA INC.
TEST RESULTS
TLST POINT
ACTUAL
ACI't1Ai.
_
Il
thus -110.0 Oho
-110.0 OH
-110.0 flbt)
I
0.0
0.0
0.0
3)
comp. 110.0
I M0
110.0
Technical Manager:
Noboru LJmegaki
Imudn, Inc. 3100 Dundee Rd., Suite 707 Northbrook, Illiuuia 60062 1,—Nwi W,: ul
http://wlvw.imsda.com E-ltintl: imado(n)imadn.cum "00-373-9989 11-0mm mn I no 19
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