RF-17-2302 (2) 1
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Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FIL 1 l
Phone: (305)7954204 Fax: (305)756-8972
Inspection Number: INSP-295452 Permit Number: RF-9-17-2302
Scheduled Inspection Date: January 19, 2018 Permit Type: Roof
Inspector: Naranjo, Ismael
I Inspection Type: Final Roof
Owner: Work Classification: Tile
Job Address:672 NE 98 Street
Miami Shores, FL 33138- Phone Number
Parcel Number 1132060171780
Project: <NONE>
Contractor: AFFORDABLE ROOFTEC, INC Phone: (954)962-9670
Building Department Comments
NEW ROOF CONCRETE TILE WITH ICP FOAM Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments J
Passed CREATED AS REINSPECTION FOR INSP-289492. 1/12/2018',I
MISSING TILE UPLIFT TEST
Failed (/ /
Correction
(� J
Needed
r
Re-Inspection ❑
Fee
i
No Additional Inspections can be scheduled until
re-inspection fee is paid.
1 ,
January 18,2018 For Inspections please call: (305)762-4949 Page 24 of 32
1
1 ,
• I
Engineering & Testing Co.
7450 Griffin Road, Suite 140,Davie,FL33314
Phone:(954)581-7115,Fax:.(954)581-2415
www.cebb.net
January 811, 2018
To: Miami Shores Village
Building Department
10050 NE 2nd Avenue
Miami Shores, FL 33138
Roof Tile Uplift Test Report
Test Date: January 8, 2018
Permit#: RF-9-17-2302
Address: Carol Invest USA
672 NE 981 Street,Miami Shores,FL
Contractor: Affordable Rooftec
Roof Pitch: - 3:12; 7:12
Attachment method: Adhesive Pol set AH-160
Tile Type: Eagle Belair Roof Tile
Device Used: "IMADA DPS 110" force gauge (Serial#340507)
Total Sloped Roof Area: 5.80 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: 5.80 squares Total Number of Tests Number of tests Passed %Passed
Field Area(1): 2.80 squares 3 (T5-T7) 3 100%
Perimeter Area(2): 3.00 squares 3 (T2-T4) 3 100%
No.of Corner Areas(3): 1 1 T1) 1 100%
Ridge/Hi Areas: 48 pcs Not Tested Not Tested 0
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. The ridge tiles could not be
tested due to the mortar finish on them.
Should you ha'-ve_any questions regarding the above, or if require additional information, please do'not hesitate to
contact this ofnce.
Sincerely,
CeBB Engineering& Testing Co.
(NOA. 13- 919.02)
01/08/2018
Eduard iu,P.E.•
Fla. Reg. o: 59997
For The Firm
Cc: Affordable Rooftec
Enc. Location Sketch
-Calibration Certificate
ce a 0
Engineering & Testing Co.
7450 Griffin Road, Suite 140,Davie,FL33314
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: 5.80 squares No.of tested Tiles:
F—Tested tiles and Failed; -Field Area(1): 2.80 squares -Field Area: 3
M—Missing Tiles; -Perimeter Area(2): 3.00 squares -Perimeter Area: 3
B—Broken Tiles; -No.of Corner area(3): 1 -Corner areas: 1
-Ridge/hip areas: 48 pcs =Ridge/Hip areas: 0
Sir: ..+7._ "f.r✓:..,r- 4/J___ /} rJ'd-r
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F �
TAS 106
TESTS LOCATION SKETCH k•
Permit#RF-9-17-2302
Carol Invest USA
672 NE 98' Street,
Miami Shores,FL
Legend:
5-7,Field tests
2-4,Perimeter tests
1,Corner tests
ce Doo
Engineering & Testing Co.
7450 Griffin Road, Suite 140,Davie,FL33314
Phone:(954)581-7115, Fax:(954)581-2415
www.cebb.net
TEST RESULTS
(P=PASSED,F=FAILED
Test Uplift Test Uplift Test Uplift Test Uplift Test Uplift
Location Pull Location Pull Location Pull Location Pull Location Pull
Test(P Test(P Test(P Test(P Test(P
or F) or F) or F) or F) or
1 P
2 P
3 P
4 P
5 P
6 P
7 P
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(Woo
Engineering & Testing Co.
7450 Griffin Road, Suite 140,Davie,FL33314
Phone:(954)581-7115, Fax:(954)581-2415
www.cebb.net
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Services
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CEBB Corporation February 24,2017
P.O.No.Verbal QCM Job No. 17BM-139
CALIBRATION CERTIFICATE
Imada-Force Gauge
Range 0-110 Lbs. Accuracy f.5% a Indicated Scale
Serial No.340507
Standard In Lbs_- Instrument Reads in
Lbs.
0 0
10C 10.0
20 C 209
40 C 40.1
60 C 60,1
80 C 80.2 '
100 C 100.2
-10 T -10.0
-20 T -19.9
40 T -39.9
-60 T -59.8 1
-80'1' -79.7
-100 T -99.7
Scale is within f.5%at Indicated Scale
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t
Calibrated with Instma Tensile tvtxhine,Lei Cell.SIN 936,QW 414,2 pisses,Range M000 Lb.'s.
Acawwy at:0.0416.N.LS.T.4 Certs 4RP100420t1009.Date 9/1!)12015-9/10/20X
Calibrated I.A.W.ANSUNCSL 7540-1
t
The accuracy and calibration of this instrument are traceable to the National Institute of
Standards&Technology and are guaranteed to meet published specifications.
Date Calibrated 2124/2017
Date Due 2!2412018 Kevin Grate
Q.C.Metallurgical,Ine.
23 ,.. it lzuad f i H"1� okvd 1:1. 1.99 (9;4)884-0089 :IiN€ '�,t.",62-57"',.,
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