HomeMy WebLinkAboutFIELD WITHDRAWAL RESISTANCE TEST RESULTS REPORT., ,I
REC
FE 118 2099
ST. Lucie County, Perndtting
TESTING APPLICATION STANDARD (TAS)105 - - -
APPENDIX A
FLORIDA BUILDING CODE
FIELD WITHDRAWAL RESISTANCE TEST RESULTS REPORT
FILE COPY SCANNED
Test Date: February8n', 2019 BY
File #: 1111-19 6��v5�4 t. Lucie County
GENERAL INFORMATION
Job. Name: Schuler Residence — Residential Flat Deck.Clg C UNV BUILDING D
REVIEWED FOR COM LIANC l
Job Address: 2405 Elizabeth Avenue. REVI Y
Fort Pierce, Florida DAT
PLAN AN ERMIT MUST BE KEPT JOB
SITE OR NO INSPECTION(5) WIL MADE
Job Contact: Tim Sutton —The Roof Authority, Inc.
TESTING AGENCY AND EQUIPMENT INFORMATION
Note: The Undersigned representative agrees that all testing has been conducted and results have been
reported in compliance with Florida Building Code TAS 105 or TAS 105 A.
Testing Agency Name: A. Tomassi Roof Testing Inc.
Address:
5451 NW 24" Street, Suite # 3
Margate, Florida 33063
Telephone: (954) 979 - 1180
Fax: 954 979 - 1182
THESE PLANS AND ALL PROPOSED WO
ARE SUBJECT TO ANY CORRECTIONS
Lab C61EIIMtIRED BY FIELD INSPECTORS THATAnthony Tomassi
Pd1AY BE NECESSARY IN ORDER TO
..PLY IM ITH ALL APPLICABLE CODES.
ReporMview: Dominick Scarfo
Title: Architect, AR0010248
Signature: a Pl, lti�
Test Apparatus: DMD PFT — 2000A
Dade County Certified Testing Agency # 17-0719.01 Revises # 03-0317.03
Page —1
Building and Roof System Information
Area = #1
Height =10' ft Ht. approx.
Length = 27' approx.
Second largest dimension =12' approx.
Total roof area = 313 square feet approx.
Perimeter Area = 234 square feet approx.
Page 2
FASTENER INSTALLATION INFORMATION:
Is the fastener a self — driller? Yes
If `yes' list the type of tool used for installation: Craftsman
Speed of Tool 0 — 2,000 RPMs
TEST INFORMATION:
Number of Tests Conducted: n =10
* See Section 7 of Dade County PA 105 or PA 105A
* Note the locations of all tests on `Building Information' Detail # 2 Attached
Page 3
a
FIELD WITHDRAWAL RESISTANCE TEST -RECORDING SHEET -
Area = #1
Component to be secured:
Insulation
Existing Roof
Membrane
Anchor or Base Sheet
Wood Blocking
Metal Profiles
Fastener Type: #14 Fasteners
MFGR. DekFast
Deck Type: Plywood
Pre - Drilled No
Drill Bit Size N/A
Hole Depth N/A
Sample No.
Plan
Identifier
Initial
Failure
Load lb
Field Test
Area
Perimeter
Test Area
Corner
Test Area
41
same
491
X
#2
266
X
#3
468
X
#4
382
X
#5
421
X
#6
492
X
#7
479
X
#8
489
X
#9
343
X
#10
387
X
Page 4
STATISTICAL ANALYSIS Area = #1 ---
Mean Failure Load: F = 421.80 Ibf
Sample Standard Deviation: Sf = 72.74 lbf
Minimum Characteristic Resistance Force: F'= 369.76 Ibf
Notes:
1. Use the results herein to determine the required number of fasteners for insulation attachment or an
acceptable anchor or base sheet fastener spacing, as outlined on FLORIDA BUILDING CODE TAS —117,
Shall utilize the minimum characteristic force (F'), determined in compliance with section 8 of TAS 105. No
margin of safety shall be applied to field withdrawal resistance test results determined in compliance with
TAS 105 or TAS 195(A) -
2. A safety factor of 2 to 1 shall be applied to laboratory testing,
3. The following pages shall be completed for each roof area and included with all Field Withdrawal
Resistance Test Recording Sheets.
Notes:
ROOF AREA = #1
Insert Building and Parapet Heights.
If no Parapet exists, insert C N/A")
GROUND LEVEL
Page 5
27'
12'
T-1 T4 T-S
T-5
T-2 T-9
T-6
T-3 T-7 T-10
Note:
All Dimensions are Approximate —Drawing NTS
ATRT Title
Project:
A. Tomassi Roof Testing, Inc.
5451 NW 24TR Street, Suite # 3
Margate, Florida 33063 Project No.
1111-19
I
Fastener Withdrawal Test
Schuler Residence
2405 Elizabeth Avenue
Fort Pierce, Florida
Drawn Sheet No.
D.G.Z I of 1
TAS 105 - Test locations
T = Tested Locations