RF-12-22-3154 Uplift Test 795 NE 95 StMarch 22, 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 Up] ift Test Report
Test Date:
March 22, 2023
Permit #:
RF-12-22-3154
Address:
Calandra Residence
795 NE 95 Street, Miami Shores, FL
Contractor:
Paul Ban e Roofing
Roof Pitch:
3:12
Attachment method:
Pol Pro AH 160
Tile Type:
Boral Saxon
Device Used:
"IMADA DPS 110" Force Gauge Serial # 425458
Total Sloped Roof Area:
23.94 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: 23.94 squares
Total Number of Tests
Number of tests Passed
% Passed
Field Area 1 : 11.94 squares
15 T32-T46
15
100%
Perimeter Area 2 : 12.00 squares
16 T16-T31
16
100%
No. of Corner Areas 3 : 15
15 T1-T15
15
100%
—Ridge/Hip Areas: 120 pcs
8 T47-T54
8
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 21.1 .02)
3/22/2023 -
RCI Registralibn #: 0830
For The Finn
Cc: Paul Bange Roofing
Enc. Location Sketch
Calibration Certificate
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:
23.94 squares
No. of tested Tiles:
F — Tested tiles and Failed;
- Field Area (1):
11.94 squares
- Field Area: 15
M — Missing Tiles;
- Perimeter Area (2):
12.00 squares
- Perimeter Area: 16
B — Broken Tiles;
- No. of Corner area (3):
15
- Corner areas: 15
-Ridge/hip areas:
120 pcs
- Ridge/lip areas: 8
LA I.
11' 3 & - 3.0'
Legend:
32-46 Field tests
16-31 Perimeter tests
1-15 Corner tests
47-54 Ridge Tests
TAS 106
TESTS LOCATION SKETCH
Permit # RF-12-22-3154
Calandra Residence
795 NE 95 Steet, Miami Shores, FL 33138
■ ■
M i
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
Location
Uplift
Pull
Test (P
or F
Test
Location
Uplift
Pull
Test (P
or
Test
Location
Uplift
Pull
Test (P
or F)
Test
Location
Uplift
Pull
Test (P
or
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
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
47
P
23
P
48
P
24
P
49
P
25
P
50
P
i a•
Engineering & Testing Co.
745 Shotgun Road, Fort Lauderdale, FL 33326
Phone: (954)581-7115, Fax: (954)581-2415
www.cebb.net
0C 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
Accuracy tl % a Indicated Scale
Instrument Reads in
Lbs.
0.0
9.9
20
19.9
40
39.9
60
59.8
80
79.8
100
99.7
-10
-9.9
-20
-19.9
-40
-39.9
-60
-59.9
-80
-79.8
-100
-99.7
Scale is within f 1 Lb., no adjustments were made.
April l 1, 2022
QCM Job No. 22DM-197
Calibrated with Satec Sloped Weights. SIN QCM-425, 71 pieces. Range Varies. Accuracy at Varies. N.I.S. r.
4 KELC334393. Dole 08/12/2017 - Due: 08/31/2022.
Calibrated T.A.W. ANSI/NCSI. Z540-1
Environmental Conditions:70°+/-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 speciF alines.
T
Date Calibrated 4/11/2022 vlv N
Date Due 4/11/2023 �errj l#rciofano
Q. C. Metallurgical, Inc.
2870 Stirling Road * Hollywood, FI. 33020-1 199 * (954) 889-0089 * Fax (954) 362-5742
E-mail: fgratc@gcrnct.com