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TESTING APPLICATION STANDARD (TAS) 105
APPENDIX A
FLORIDA BUILDING CODE
FIELD WITHDRAWAL RESISTANCE TEST RESULTS REPORT
Test Date: December 2"d. 2018 F I L E COPY
File #: 1923-18
GENERAL INFORMATION
Job Name: Libertv ScraD Facilitv — Area A. B and C.
Job Address: 417 Angle Road. SCANNED
BY
Fort Pierce, Florida St. LUC e County
Job Contact: -Tim Sutton — The Roof Authority
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:
Address:
Telephone:
Fax:
Lab Contact:
Report Review:
Title:
A. Tomassi Roof Testing, Inc.
5451 NW 240' Street. Suite # 3
Margate, Florida 33063
(954) 979 - 1180
(954) 979 - 1182
Anthony Tomassi
it C•���i ��.. �' o .. .-
Signature: s.r.
Test Apparatus: DMD PFT — 2000A " - > '" a• '
s�
.... ,.
Dade County Certified Testing Agency # 17-0719.01 Revises # 03-0317.03` "
Dominick Scarfo
Architect, AR0010248
Page — 1
Building and Roof System Information
Area = A
Height =12' ft Ht. approx.
Length = 63' approx.
Second largest dimension = 49' approx.
Total roof area = 2,000 square feet approx.
Perimeter Area = 865 square feet approx.
►YMM.1
Height =16' ft Ht. approx.
Length = 49' approx.
Second largest dimension = 40' approx.
Total roof area =1,960 square feet approx.
Perimeter Area = 712 square feet approx.
Area = C
Height =14' ft Ht. approx.
Length = 49' approx.
Second largest dimension = 35' approx.
Total roof area =1,715 square feet approx.
Perimeter Area = 588 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 = 24
• 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
FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET
Area = A
Component to be secured:
Insulation
Existing Roof
Membrane
Anchor or Base Sheet
Wood Blocking
Metal Profiles
Fastener Type: HPX Fasteners
MFGR. Verisco
Deck Type: Wood
Pre —Drilled No
Drill Bit Size N/A
Hole Depth N/A
Sample No.
Plan
Identifier
Initial
Failure
Load 16
Field Test
Area
Perimeter
Test Area
Corner
Test Area
#1
same
674
X
#2
538
X
#3
562
X
#4
165
X
#5
658
X
#6
549
X
#7
665
X
#8
1139
X
Page 4
STATISTICAL ANALYSIS
Mean Failure Load:
Sample Standard Deviation:
Minimum Characteristic Resistance Force:
Area = A
F = 618.75 lbf
Sf = 249.47 lbf
F'= 410.18 lbf
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 = A
Insert Building and Parapet Heights. Paz`
&on
If no Parapet exists, insert ("N/A")
GROUND LEVEL
Building Information — Detail # 1
Page 5
Note:
All Dimensions are Approximate —Drawing NTS
,ATRT Title
A. Tomassi Roof Testing, Inc.
5451 NW 24TR Street, Suite # 3
Margate, Florida 33063
Project:
Project No.
1923-18
SCANNED
BY
St. Lucie County
Fastener Withdrawal Test
Area A
Liberty Scrap Facility
417 Angle Road
Fort Pierce, Florida
Drawn Sheet No.
D.G.Z 1 of 3
TAS.105 - Test locations
T = Tested Locations
FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET
Area = B
Component to be secured:
Insulation
Existing Roof
Membrane
Anchor or Base Sheet
Wood Blocking
Metal Profiles
Fastener Type: HPX Fasteners
MFGR. Verisco
Deck Type: Wood
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
#1
same
446
X
#2
542
X
#3
459
X
#4
500
X
#5
543
X
#6
954
X
#7
429
X
#8
724
X
Page 4A
STATISTICAL ANALYSIS
Mean Failure Load:
Sample Standard Deviation:
Minimum Characteristic Resistance Force:
Area = B
F = 574.63 lbf
Sf= 167.70 lbf
F'= 434.42 lbf
Notes:
4. 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)
5. A safety factor of 2 to 1 shall be applied to laboratory testing,
6. The following pages shall be completed for each roof area and included with all Field Withdrawal
Resistance Test Recording Sheets.
Notes:
FITSTOWTITEW
Insert Building and Parapet Heights.
If no Parapet exists, insert ("N/A")
GROUND LEVEL
Information — Detail # 1
Page 5A
Note:
All Dimensions are Approximate —Drawing NTS
49'
ATRT I Title Fastener Withdrawal Test
Project:
A. Tomassi Roof Testing, Inc.
5451 NW 20n Street, Suite # 3
Margate, Florida 33063 Project No.
1923-18
Area B
Liberty Scrap Facility
417 Angle Road
Fort Pierce, Florida
Drawn Sheet No.
D.G.Z 2 of 3
TAS 105 - Test locations
T = Tested Locations
FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET
Area = C
Component to be secured:
Insulation
Existing Roof
Membrane
Anchor or Base Sheet
Wood Blocking
Metal Profiles
Fastener Type: HPX Fasteners
MFGR. Verisco
Deck Type: Wood
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
#1
same
719
X
#2
484
X
#3
720
X
#4
587
X
#5
712
X
#6
566
X
#7
773
X
#8
613
X
Page 413
Mean Failure Load:
F =
646.75
lbf
Sample Standard Deviation:
Sf =
92.53
lbf
Minimum Characteristic Resistance Force:
F'=
569.39
lbf
Notes:
7. 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)
8. A safety factor of 2 to 1 shall be applied to laboratory testing`
9. The following pages shall be completed for each roof area and included with all Field Withdrawal
Resistance Test Recording Sheets.
Notes:
ROOF AREA = A
Insert Building and Parapet Heights. Para
fron
If no Parapet exists, insert ("N/A")
GROUND LEVEL
Building Information — Detail # 1
Page 5B
Note:
All Dimensions are Approximate — Drawing NTS
ATRT Title
Project:
A. Tomassi Roof Testing, Inc.
5451 NW 24Tu Street, Suite # 3
Margate, Florida 33063 Project No.
1923-18
49'
Fastener Withdrawal Test
Area C
Liberty Scrap Facility
417 Angle Road
Fort Pierce, Florida
Drawn Sheet No.
D.G.Z 3 of3
TAS 105 - Test locations
T = Tested Locations