HomeMy WebLinkAbout7526-7576 South US 1 - TAS 105Dederal
S.p9ineering
8 Q esting, Inc.
Dated: 03/25/2021
Paul Bange Roofing
700 SW 21 st Place
Davie, FL 33317
Attn: Omar Velazquez
RE: Field Withdrawal Resistance Test
Prima Vista
7526 - 7576 South US Highway 1
Port St. Lucie, FL 34952
Dear: Sirs:
Phone: 954-784-2941
E-Fax: 954-784-7875
admin@fed-eng.com
www.fed-eng.com
Job Order # 21 RO53
Pursuant to your request, Federal Engineering & Testing, Inc. (FE&T) has performed a field withdrawal resistance
test in compliance with Testing Application Standard TAS-105 and the Florida Building Code High Velocity
Hurricane Zone at the above referenced site. The purpose of our test was to determine the uplift capacity of the
mechanical fasteners at the above referenced project. FE&T is a Miami Dade Certified Testing Laboratory
(Certification #18-1105,02).
On 01/27/21 our field representative visited the referenced site and conducted thirty-five (35) field withdrawal
resistance tests on the Olympic 6" #12 fasteners into a metal deck. All tests were found in compliance with the
Florida Building Code and TAS-105. See attached copies of TAS-105 forms with test results.
The test results presented reflect the condition of the roof system at the time of the test. These results are time and
sample dependent since roof conditions are continuously changing due to exposure to the elements. All tests were
conducted according to the Florida Building Code Test Protocol TAS-105 using a calibrated Comten Industries
Fastener Tester Model No.DFG 2W2000 (see attached calibration).
FE&T is an independent third party providing un-biased testing information and results. FE&T is not affiliated with
our client nor do we have any financial interest in the project or determination of the test results.
Federal Engineering & Testing, Inc., appreciates the opportunity to be of service to you at this phase of your project.
If you have any questions or comments, please give us a call. It has been a pleasure working with you and look
forward to doing so in the near future.
Digitally signed by Keith
LeBlanc, P.E.
DN: c=US, st=Florida,
1=Oakland Park, o=Federal
•aa So"N 1Fe''*It*, Engineering &Testing, Inc.,
•°���.� ou=FL Professional
:��;• No. 59394 •;C' °=
: Engineer #59394, cn=Keith
''o * 0:1 LeBlanc, P.E.,
STATE OF • 4
�'°.��F••:;�ORIOP•� ?��= email=keith@fed-eng.com
'N:,SEONAL ti� ° Date: 2021.03.25 15:47:31
Oftnus -04'00'
Attachments include the following:
Field Withdrawal Resistance Test Results
Field Sketch
Comten Calibration
Florida Building Code Test Protocol TAS-105
Building Code Compliance Office
Testing Application Standard TAS 105-20
Field Withdrawal Resistance Test Results
General Information:
Job Name: Prima Vista
Job Address: 7526 - 7576 South US Highway 1
Port St. Lucie, FL 34952
Contact Individual
at jobsite (if any) Omar Velazquez
Testing Agency / Equipment Information:
Pederal
Q ngineering
8r OQ esting, Inc.
Note: The undersigned acknowledges that all testing has been conducted and results have
been reported in compliance with Florida Building Code Test Protocol TAS-105
Testing Agency Name: Federal Engineering & Testing Inc.
Company Address: 3370 NE 5th Avenue, Oakland Park, FL 33334
Company Telephone: (954) 784-2941
Company Fax: (954) 784-7875
Digitally signed by Keith
LeBlanc, P.E.
DN: c=US, st=Florida,l=Oakland
SoHN 4Fe'••.,
Park, o=Federal Engineering &
Testing Inc. ou=FL Professional
No. 59394
Engineer #59394, cn=Keith
i�
9�. * 1�.
-ST'AATE OF
LeBlanc, P.E., email=keith@fed-
F
'�••,S�ONAL.E, �•`'
Date: 2021.03.25 15:47:00-04'00'
Testing Apparatus: Comten Industries Fastener Tester Model DFG2W2000
Building / Roof System Information: Area Number:
1
Roof Area Height
17
ft.
Roof Area Length
-
ft.
Second Largest Dimension
190
ft.
Total Roof Area
35943
ftz
360
sq.
Perimeter Area
9058
R'
(See RAS 117)
Building / Roof System Information: Area Number:
Roof Area Height R.
Roof Area Length ft.
Second Largest Dimension ft.
Total Roof Area R'
sq.
Perimeter Area ft2
(See RAS 117)
Building / Roof System Information: Area Number:
Roof Area Height
R.
Roof Area Length
ft.
Second Largest Dimension
ft.
Total Roof Area
ft'
sq.
Perimeter Area
ft'
(See RAS 117)
A-,ederagineering
esting, Inc.
Field Withdrawal Resistance Recording Sheet
Component to be secured:
❑ Insulation
❑ Membrane
❑ Anchor or Basesheet
❑ Woodblocking
❑ Metal Profiles
❑ Resistance Verification Only
Area Number I
aederal
gineering
esting, inc.
(Refer to dock dimensions on Page No. 2)
Fastener Type: #12 6" screws
Fastener Manufacturer: Olympic
Predrilled: Yes ❑ No P1
If Yes, Drill Bit Size: N/A "diameter
Hole Depth: N/A
See Section 8 to determine number of tests (If drill is hiah tolerance include ranee in 1, I000" tnlrranmt
Sample & Plan
Identifier
Initial Failure
Load pbf)
Roof Zones
1
612
3
2
672
3
3
555
3
4
623
3
5
363
3
6
699
3
7
957
3
8
932
3
9
614
3
10
614
3
11
579
3
12
624
2
13
655
2
14
635
2
15
1086
2
16
934
2
17
958
2
18
961
2
19
601
2
20
883
2
21
714
2
22
609
2
23
653
1
24
620
1
25
688
1
Sample & Plan
Identifier
Initial Failure
Load (Ibf)
Roof Zones
26
715
1
27
577
1
28
746
1
29
716
1'
30
744
1'
31
745
1'
32
683
1'
33
1015
1'
34
653
1'
35
670
1'
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
Fastener Installation Information:
Is the fastener a self driller? ❑ Yes ❑ No
If yes, list the type of tool used for fastener installation:
Speed of tool: Variable rpm's
Number of tests conducted: n= 35
. See Section 8 of Test Protocol TAS 105
Note the locations of all tests on "Building Information" Detail 0 I, attached)
Cordless Drill
Mean Failure Load
Sample Standard Deviation
Minimum Characteristic Resistance Force
Notes
F=
Sf=
F'=
717.29
155.60
Aederal
fn-Olgineering
esting, Inc.
Ibf
Ibf
691.84 Ibf
" 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 RAS 117, shall utilize the minimum characteristic resistance force (F'), determined in compliance with
Section 9 of 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.
Roof Area 1
(If no parapet wall exists insert "N/A")
N/A
17 Feet
Ground Level
Buildine Information - Detail 4 1
)-'Cardinal
' Cardinal Scale Manufacturing Co.
1�
Products v Solutions for the Weighing Indust?),
..........................................
Miami Branch Office • Sales, Service, Rentals
CERTIFICATE OF CALIBRATION
OWNER OF ITEM:
FEDERAL ENGINEERING
REPORT NO.:
34234
SCALE TYPE:
PUSH/PULL TESTER
CALIBRATION DATE:
12/15/20
MANUFACTURER:
COMTEN / ASHCROFT
RECALIBRATION DUE:
MARCH 2O21
MODEL NUMBER:
36
TECHNICIAN:
SCOTT
SERIAL NUMBER:
21210010 / WT #2
CAPACITY:
2,000 LB
PROCEDURE USED:
TEST WEIGHT
DIVISIONS:
1 LB
THIS DOCUMENT CERTIFIES THAT THE ABOVE INSTRUMENT HAS BEEN TESTED AND FOUND TO BE
WITHIN 5% OF THE FIRST 500 LB. OF A TEST LOAD AND WITHIN 10% OF A TEST LOAD BETWEEN
501 LB AND 2,000 LB
THE STANDARDS USED ARE ALSO TRACEABLE TO THE NATIONAL INSTITUTE OF STANDARDS
AND TECHNOLOGY (NIST).
STANDARDS CALIBRATION DATE: 11/15/2019
FLORIDA STATE CERTIFICATION NO.: 137
CARDINAL • DETECTO
Mlami Branch Office: 3215 NW loth Terrace, Suite. 203 • Oakland Park, FL 33309 /�A
Phone: (954) 563-4120 Fax: (954) 563-9920 . mismi@cardet.com • www.CardinalSeate.com E %