WS-14-710CESAR M. CAVO A.I.A.
a r c h i t e c t
4906 Campo Sano Ct.
L Coral Gables, FL 33146
Phone (305) 740 7929
IL Fax (305) 740 7929
Letter
Monday, April 14, 2014
To: Village of Miami Shores
Building Department
10050 N.E. 2 Ave
Miami Shores, FL 33138
Re: 640 N E 98 St
Miami Shores, FL 33138
Dear Sir.
I approve the use of 2x4 p.t. wood bucks fastened to masonry wall, concrete beam and window sill with 1/4"X 3'/4"
tapcons as indicate on plans. Wood shims shall be used at any gaps between the window and the wood buck.
Should you have any questions, or need additional information, please do not hesitate to contact me.
Sincerely
Cesar M. Cano
Cesar M. Ca no A.I.A.
State of Florida
Registration # 4929
Page 1 of 1
September 8, 2014
To: Miami Shores Village
Building Department
10050 NE 2'd Avenue
Miami Shores, FL 33138
Fra/ Lwsp. 9/1o/ly
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:
September 8, 2014
Permit #:
RF -7-13-1635
Address:
FGCC PROPERTY INVESTMENT INC.
38 NW 109th Avenue, Miami Shores, FL
Contractor.
I & M Roofing
Roof Pitch:
3:12
Attachment method:
3M Adhesive Polyfbam Ah -160
Tile Type:
Boral Vanguard Roll Roof Tile
Device Used:
"11VIADA DPS 110" force gauge Serial # 155879E)
Total Sloped Roof Area:
1.77 squares
All Testing is in strict accordance with the Florida Building Code, 2010 Edition, High Velocity Hurricane Zone —
Testing Application Standard (TAS) 106.
Roof Area: 1.77 squares
Total Number of Tests
Number of tests Passed
% Passed
Field Area (1):
Perimeter Area (2): (Tl -T8)
8
8
100%
No. of Corner Areas (3):
2
2
100%
Ridge/Hi Areas:6 pcs T9-T10
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 13-01h 9IC.a
0 revises NOA 08-0924.12)
09/08
Eduaru, 'P. IE.
Fla. Reg. No: 59997
For The Firm
Cc: I & M Roofing
Enc. Location Sketch
Calibration Certificate
Engineering & Testing Co.
7450 GnfFn 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.
Roof Area: 1.77 squares
Total Number of Tests
Number of tests Passed
% Passed
Field Area (1):
Perimeter Area (2): (T1 -T8)
8
8
100%
No. of Corner Areas (3):
2
2
100%
Ridge/Hip Areas: 6 pcs (T9-T10)
TAS 106
TESTS LOCATION SKETCH
Permit # RF -7-13-1635
FGCC PROPERTY INVESTMENT INC.
38 NW 109th Avenue,
Miami Shores, FL
Engineering & Testing Co.
7450 Grim Road, Suite 140, Davie, FL 33314
Phone: (954)581-7115, Fax: (954)581-2415
www.cebb.net
TEST RESULTS
(P = PASSED, F = FAILED)
uplift Upfift
Puff Test PuH Test
WPM
I
1 D
Engineering & Testing Co.
7450 Griffin Road, Suite 140, Davie, FL 33314
Phone: (954)581-7115, Fax: (954)581-2415
www.cebb.net
OC Metallurgical, Inc.
Testing & Consulting Services
CE13B Corporation
P.O. No. Verbal
CALIBRATION CERTIBICATF
Imada-Digital Force Gauge
Range 0-50 kg. Accuracy f1.5 % @ Full Sole
Serial No. 155879
Standard In kg.
Instrument Reads in
0
kg. 0
10C
9.9
20 C
19.9
40 C
39.9
60 C
59.9
80 C
80.0
100 C
100.2
10T
-9.9
20 T
-19.9
40 T
-39.3
60 T
-59.3
80 T
-79.9
100 T
-100.3
Scale is within t1.5% at full scale.
January 14, 2014
QCM Job No. 14AM 29
Ca anted with I== Towh Mad mo, Lead WL SIN 936, QCM-414, 2 pieces. RanW 0-1000 Lb'a
Accuracy at 31.0'1/. N.LS.T. 0 Cert. @RP10042MM. Dam 8/9/2012 -8/9!2013. -
C"-atWLAW ANSUNCSL2'340-1
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 1114014
Date Due 1/14/1015 Kevin Gyrate
Q. C. Metallurgical, Inc.
2870 Stirling Road • Hollywood, Fl. 33020-1199 * (954) 889-0089 ° Fax (954) 362-5742
E-mail: fgmte@gcmet.com