HomeMy WebLinkAboutENGINEERINGa ..
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sting, Inc.
Dated: September 18, 2019
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ARK Home Remodeling, Inc.
8206 Santa Clara Blvd.
Ft. Pierce, FL 34951
Attn: Tony Profeta
RE: Field Withdrawal Resistance Test
Crematorium
8549 US Highway 1
Port St. Lucie, FL 34982
Dear: Sirs:
SCANNED
BY Phone' 954-784-2941 .
C+ I E-Fax: 9547784-7875
SEP 19 M9
ST. Lucie County,
Job Order# 19R633
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 09/17/2019 our field representative visited the referenced site and conducted ten (10) field withdrawal resistance
tests on the Dekfast #12 fasteners into the metal roof 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 inforniation 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 s'c It the near future.
1 `tai -e)l 62
REVIEWED FOR
�ino,'ielg. 'FILE
Keith kBlane,PIE:•
Federal Engineering and Testing Inc.
Florida Reg. Number 59394
Certificate of Authorization # 5471
Miami -Dade County Certification # 18-1105.02
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
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 105-11
Field Withdrawal Resistance Test Results
General Information:
Job Name: Crematorium
Job Address: 8549 US Highway 1 _
Port St. Lucie, FL 34982
Contact Individual
at jobsite (if any) Tony Profeta
Testing Agency / Equipment Information:
Q edel
Q ngirane ring
BQQesting, 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
Representative Name: Mr. Keith LeBlanc P.E: .
Representative Title: Professional En ' eer
Signature: ,a
Testing Apparatus:. Comten Industries, Fastener Tester Mode1,DFG2W2000
r,
Building / Roof System Information:
Building / Roof System Information:
Building / Roof System Information:
Area Number:
1
Roof Area Height
.15
ft.
Roof Area Length
140. -
ft.
Second Largest Dimension
35,
ft.
Total Roof Area .
5050
ft2
.51.
sq.
Perimeter Area .
1180
ft2
- (See RAS 117)
-
-
Q ederal
Q ngineering
& QOesting, Inc.
Area Number: .
Roof Area Height
ft.
Roof Area Length
ft.
SecondLargest Dimension
ft.'
Total Roof Area
ft2
sq.
Perimeter Area
ft?
(See PAS 117)
"
Area Number:
Roof Area Height
ft.
Roof Area Length
ft.
Second Largest Dimension
ft.
Total Roof Area
ft2
s.q
Perimeter Area
ft2
(See RAS 117)
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®Q estin
g
r rawa esrs ance ecor mg eet
Component to be secured: Area Number 1
❑ Insulation (Refer to deck dimensions on Page No. 2)
❑ Membrane Fastener Type: #12
❑ Anchor or Basesheet Fastener Manufacturer: Dekfast
❑ Woodblocking Predrilled: Yes ❑ No 0
❑ Metal Profiles If Yes, Drill Bit Size:. N/A "diameter
ID Resistance Verification Only Hole Depth; N/A
See Section 8 to determine number of tests (If drill is
Sample & Plan
Identifier
Initial Failure
Load,(lbf)
Roof Area
1
382'
C' '
2'
344
C
3..
562
C.
-' 4
313
P
5 . ,
235
P
6.
255
P.
7:
261
F
g..;..::
.34.7. : =
F .
9
270
F
11: '
12
13
14
15 "
16
17...
18.
19
20
21.-
22
23.
24
25.
igh tolerance include range in 1/1000" tolerance)
Sample,& Plan Initial Failure Roof Area
Identifier Load (lbf)
' 26 -
27 .
.28
29..
30
31.. .
32
33
34
35.
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 0'No
If yes, list the type of tool used for fastener installation: N/A
Speed of tool: N/A . rpm's
Number of tests conducted: n= 10:
* See section.8 of Test Protocol TAS 105 - -
* Note the locations of all tests on "Building Infornation" Detail #l, attached)
Mean Failure Load'
Sample Standard Deviation
Minimum Characteristic Resistance Force
F=
320.80
lbf
Sf=
98.74
If
P=
298.34
lbf
iederal
ngineeringOesting,. Inc.
Notes:
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 RAS 117, shall utilize the minimum characteristic resistance force (P), determined in compliance with
Section 9 of TAS 105. No margin of safety shall be applied to field withdrawalresistance test results determined incompliance with
TAS 105. - -
2) A safety factor of 2 to I shall be applied to all results of laboratory testing...
3) The following pagesshall be completed for each roof area'and included with all Field Withdrawal Resistance Test Recording Sheets.
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