HomeMy WebLinkAboutFIELD WITHDRAWL RESISTANCE TEST RESULTS DECK Bote:
TESTING APPLICATION STANDARD (TAS) 105-98
APPENDIX Ap "Ir
FIELD WITHDRAWAL RESISTANCE TEST RESULTS REPORT
4875 Park Ridge Blvd., Suite 108 • Boynton Beach, Florida 33426 • (561) 734-3818 (Phone) • sduhon®dreroofconsulting.com
SERVING FLORIDA AND BEYOND
. INFORMATION:
Job Name:
Foxx Residence
Project Number:
18-2164.00
Job Address:
403 N 40th St. Pierce, FL 34947
Contact Individual at job site (if any):
Area Tested:
Deck B
Date Tested:
9/20/2018
Report Number:
2
AGENCY/EQUIPMENT INFORMATION:
The undersigned acknowledges that all testing has been conducted and results have been
reported in compliance
with TAS 105 or TAS 105 Appendix A
Testing Agency Name:
Duhon's Roof Consulting, LLC - FBPE CA#: 32207, NOA# 18-0801.02
Address:
4875 Park Ridge Blvd., # 108
Boynton Beach, Florida 33426
Telephone:
561-734-3818
Fax:
N/A
Technician:
Erich Velzy
Certified By:
Hector Vergara, FL P.E. License #25764
Signature & Date:
Test Apparatus (Gen') Description):
Force Measurement System DMD PTI000
105-11 Page 1
C
L II '
/ROOF SYSTEM INFORMATION:
Roof Area Height:
Roof Area Dimensions:
deck height (ft)
largest dimension (ft)
second largest dimension (ft)
total roof area
squares
perimeter width
perimeter area
(see RAS 117)
Area No. .Deck B
47
18
Roof Submittal (if known): Miami -Dade NOA No.
Page No. of
ASTENER INSTALLATION INFORMATION:
Is the fastener a self driller? Yes X No
If yes, list the type of tool used for fastener installation: Dewalt 20V Max
Speed of Tool: 0-2000/min rpm's
'EST INFORMATION:
Number of Tests Conducted: n = 10
• 10 tests for the first 10,000 sf + 3 test for each additional 5,000 sf.
• Multiply by 125% for lightweight concrete.
• See Section 8.f of TAS 105
• Note the location of all tests on `Sketch of Roof, attached hereto
'IELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET
sea No. Deck B Fastener Type: # 14 HD
'efer to deck dimensions referenced on page 2 Fastener Manufacturer: OMG
'omponent to be secured: Pre -drilled?
Insulation X Yes No X
Membrane X If yes, Drill bit size:
Anchor or Base Sheet
Wood blocking Hole Depth:
Metal Profiles
ee Section 8.o of TAS 105 to determine number of tests (If drill bit is high tolerance, include range in 1/1000" tolerances)
AS 105-11 Page 2
723 ft2
7 sqs
4.00 '
456 ft2
" dia.
jil 7
1
7 1
563
(F)
I P
C
l 8
1
8 1
430
(F)
I P
C
ILI 9 1 9 1 415 1 (F) I P I C I
'ATISTICAL ANALYSIS:
Mean Failure Load: F = 432.00 lbf
Sample Standard Deviation: SF = 117.65 lbf
Minimum -Characteristic Resistance Force F' = 407.49 lbf
tes: 1. Use of the results herein to determine the required number of fasteners for insulation attachment or an
acceptable anchor or base sheet fastener spacing, as outlined in TAS 117, shall utilize the minimum
characteristic resistance force (F'), determined in compliance with Section 9.f TAS 105. No margin of
safety shall be applied to field withdrawal resistance test results determined in compliance with TAS 105.
2. A safety factor of 2 to 1 shall be applied to all results of laboratory testing.
3. The following pages shall be completed for each roof area and included with all Field Withdrawal
Resistance Test Recording Sheets.
Notes:
Conclusion: This wood deck passed the TAS 105 Fastener Withdrawal Test as per the 2017
Florida Building Code to anchor a new roof.
105-11 Page 3
F AREA NO.: Deck B
Building and Parapet Heights below. If no parapet exists, enter "N/A".
105-11 Page 4
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Purchase Order # ERICH
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KIMBALL� LECTRONIC LABORATOh Y, INC. DUHON S ROOF CONSULTING,-LLC
8081 W 2 LANE 4875 PARK RIDGE BLVD
HIALEAH; FL. 33016 SUITE .108
BOYNTON BEACH FL 33426
Desgn tion: FORCE MEASUREN ENT SYSTEMS
Manufacrer: DMD Cal Date: 14-Aug-18
Model Nu i, ber: PT1000 Cal. Due Date: 14-Nov-18
-Part "Nut I ber: PT1000 Cal. Interval: 3 MONTHS
RP ge: 0-2000 LBS Received: IN TOLERANCE
Calibration Result: PASS
Serial -Nu ber: 1702001 Environmental Conditions: 73 DEG F / 40 % RH
Custome jI.D.: N/A Performed By: ELIU
Cust .,Bar de:. N/A LAGO
CuSt. d� pt.: N/A Procedure: SYN55
SpecifcaI�ons: +/- 0.25% F.S. Cal Location: IN-HOUSE
This is to certifyr'that the above listed instrument meets or exceeds all specifications as stated in the referenced procedure at the points tested (unless otherwise noted). It has
been 'calibrated ��. ing'measurement,standards traceable to the National Institute of Standards and Technology (MIST), or to NIST accepted intrinsic standards of measurement, or
derived by the do type of s— alitiration techniques. This calibration is in acpordance with Kimball Electronic Laboratory; Inc Quality Assurance Manual. KELI's Quality system is
A2LA Accredit to ISO/iEC-17025:2005.and compliantiwith.MIL-STD-45662A and ANSI/NCSL Z540.3-2006. TORS when applicable are greater than or equal'to 4:1; with expanded
uncertaintyu to caicutate the Test: Uncertainty Ratio, with a.coverage,fac►orof•K=2 at a confidence level of approximately-95%,.udtess otherwise noted.
Any numbei`of� ctors:may cause.the calibration item toldrift out of calibration before the recommended Interval has expired.
THIS'UNIT; 'S,FOUND'TO BE': IN TOLERANCE AT THE TIME OF CALIBRATION.
PERFORM D ROUTINE. CAL. NO ADJUSTMENTS REQUIRED
4
Company I.D. Manufacturer Model/PN Description Serial Number Last Cal. Cal. Due Date
KIM001 10190 MOREHOUSE INSTRUMENT COMPANY, INC 0. PRECI:31761 G132-101102- 27;Dec=17 31-Dec-18
i
This report
ni LI- Quality Assurance:
ELIU �~ AVIER
LAGO 14-Aug-18 1:58:24 PM BALCEIRO 15-Aug-18 8:37:37 P.M
not be reproduced, except.in full; unless'permission for the publication of an approved abstract is obtained in writing from, KELI Labs., Inc.
Kimball Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016
Tel: 305-822-5792 - Toll Free: 800-393-1094 - Fax: 305-362-3125 - Web: www.kelilabs.com