RF-11-20-2519 UPLIFTA
February 5, 2021
To: Miami Shores Village
Building Department
10050 NE 2nd Avenue
Miami Shores, FL 33138
Engineering & Testing Co.
7450 Griffin Road, Suite 140, Davie, FL 33314
Phone: (954)581-7115, Fax: (954)581-2415
www.cebb.net
Roof Tile Uplift Test Report
Test Date:
February 5, 2021
Permit #:
RF-11-20-2519
Address:
Quijada Residence
103 NW 97 St, Miami Shores, FL
Contractor:
Paul Ban e Roofing
Roof Pitch:
3:12
Attachment method:
ICP Pol Pro AH 160
Tile Type:
Eagle Capistrano
Device Used:
"IMADA DPS 110" force gauge (Serial # 425458)
Total Sloped Roof Area:
25.00 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: 25.00 squares
Total Number of Tests
Number of tests Passed
% Passed
Field Area (1): 10.00 squares
13 T34-T46
13
100%
Perimeter Area (2): 15.00 squares
15 (T19-T33)
15
100%
No. of Corner Areas (3): 11
11 T1-T11
11
100%
Ridge/Hip Areas: 105 pcs
7 T12-Tl
7
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 18-11%Th'I
O2/05/2021
Eduard I3 i '.E.
Fla. Reg. o: 997
For The Firm
Cc: Paul Bange Roofing
Enc. Location Sketch
Calibration Certificate
�(74 003 MM101
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:
25.00 squares
No. of tested Tiles:
F - Tested tiles and Failed;
- Field Area (1):
10.00 squares
- Field Area: 13
M - Missing Tiles;
- Perimeter Area (2):
15.00 squares
- Perimeter Area: 15
B - Broken Tiles;
- No. of Corner area (3):
11
- Corner areas: 11
-Ridge/hip areas:
105 pcs
- Ridge/Hip areas: 7
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3
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V 3a
Legend:
34-46 Field tests
19-33 Perimeter tests
1-11 Corner tests
7-18 Ridge Tests
TAS 106
TESTS LOCATION SKETCH
Permit # RF-11-20-2519
Quijada Residence
103 NW 97 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
Test Uplift Test ' Uplift
Location Pull Test Location Pull Test
(PorF)i (PorF)
Test Uplift
Location Pull Test
orF)
Test
Location
Uplift
Pull Test
PorF
1
P
26
P
T-�
2
P
27
P _
3
P
28
P
4
P
29
P
5
P
30
P
6
P
31
P
7
P
32
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
23
P
24
P
25
P
i
Engineering & Testing Co.
7450 Griffin Road, Suite 140, Davie, FL 33314
Phone: (954)581-7115, Fax: (954)581-2415
www.cebb.net
®�r0
PORO! A TOROU! MMAAURl MINT � F
190 flnnl RPCi1flTf RF_IS
1.9rJIII?f: iTl1�l1 ACf]RPf]ITrr1
CALIBRATION CERTIFICATE
Issue Date:
May 15. 2020
Calibration Date:
May 15, 2020
cerd cate 0
051520-425458E
Temperature:
73 "r
Humidity:
40 %Itll
Description:
Digital Force GaLIge
Model Number:
DST-110A
Serial Number:
425458
Capacity:
110 Ibl'
Accuracy:
t0.2 %F.S.t I LSD
Resolution:
0.1 Ibf
Procedure: EXA01D
QMr-1 1-3-I M
Description
S/N
Cenifure #
Due Dale
7emp/RH Ni fR
16311997
2031507
8P- -1021
I fmger
.2 LL11
2571867A
3/152021
W-set
5FAX
2562225J
.3/23n022
W..da
23H5
2807999C Amended
12/1/2020
Weight
.23GR
2716545
322/2028
This document certifies that the above instrument has been calibrated and tested in accordance with lmada
calibration procethtres conducted under the conditions noted with standards, which establish an unbroken link
traceable to the International System of Units (S1) via the relevant primary national or international standards,
including National Institute of Standards and Technology (MIST). This document must not be reproduced
without written authorization from 1MADA INC.
TEST RESULTS
AV rrll:Nn AC I.r'"
'IESTPOINT
ACHIAI. A
AC311A1.
1)
l'mis- -110.0 tlbf)
-110.0 Qbf)
-110.0 Ibt)
.2)
0.0
0.0
0.0
3)
Comp. I Mo
110.0
110.0
i
Technical Manager:
Noboru [lmaguki
Inuuln, Inc. 3100 Dundee Rd., Suite 707 N- ld—uh, Illinois 611062 hwu NmnW ; la
http://IVWW.imada.com E-1liail: ini.dana imada.cum 1-S00.373-9989 h—T)--01Rn19
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