CERT OF OCCU r " /3 -18'x!
1 - ___ I o
® GELGUKL(W INGORPOKA I LL)
Eta C0AE NC. QUALITY CONTROL
FIELD CAST DENSITY LOG
Date of Placement: --, 0 Project Name:
-- iMme- S' 12-)49(1
Project Number: �/I 5ick-11-1,E65
Contractor: paw
'�1-'c/+ Location: ..--
Contractor: �t�tg1�J U"�
lkfitukx) Vs,
Cast density shall be determined b taking samples obtained at the end of the pump hose at the point of placement. The samples
are obtained by filling a 151 gallon pail with material flowing from the pump hose into the placement as outlined in ASTM C495.
Net Weight Conversion Chart
' (values shown exclude the weight of the pail)
Sample Sample Weight Sample Weight Sample Weight Sample Weight Sample Weight Sample Weight
Weight(lbs) (lbs) (lbs) (lbs) (lbs) Sample Weight(lbs) (lbs) (lbs)
i 23 32.9 26 37.1 29 41.4 32 45.7
23.5 33.6 26.5 37.9 • 29.5 42.1 32.5 - 46.4
i 24 34.3 27 38.6 30 42.9 33 47.1
24.5 35 27.5 39.3 30.5 43.6 33.5 47.9
• 25 35/ 28 40 31 44.3 34 48.6
' 25.5 36.4 28.5 40.7 31.5 45 3.4-5 49.3
Footnote The shaded values indicato densities below or anove those typically used in roof deck construction
- Density Records
Bucket Size ' 5 at0 QY5 Gal_ T = Topping S = Slurry Coat
Conversion Factor=F 16--n 13 )1A l F = Conversion Factor
Calculate '43 Calculate
Sample Density Sample Calculate . Sample Density Sample Calculate
Time S (lbs/ft') Sample x Time S (lbs/W) Density Tme S (lbs/ft') Sample x Time S (lbs/h') Density
AM T Fy3 AM. T Sample x F PM T 96 PM T Sample x F
6:30 9:30 'i r y- 12:30 3:30 1
7:00 p 10:00 . 1:00 4:00 -
7:30 -rI ,3 Z . 10:30 - - - 1:30 4:30
. . . -
8:00 .T I 4 11:00 ) 3 2:00 5:00
8.30_ r / y-_- 1130 T r y 2:30 5:30 _
9:00 r /3...1-- 12:00 7 I y' 3:00 6:00
Weather Conditions ['Sunny ( 1 Partly Cloudy n Overcast 0Rain Showers (] Rain
Other Remarks:
-- - We 10 re-AMA _ CLO _ t245002406t1 Liteki K 3 - aye-
... . .. .... ... . . -
w ITN Ccs�s,o,, c.-1A-path= .
CELCORE INCORPORATED - 3148 US Hwy 70 West, Black Mountain NC 28711
____ �
1 /3 - 1211] 1
GELLUKLU INCUKPUKA I Li)
ELCORE NC. QUALITY CONTROL
-\NOY FIELD CAST DENSITY LOG
•
Date of Placement: .7 ( I '' Project Nam
. _ � '^o 4
Project Number: !V f 5 /\ t&I t r < U , 1
Contractor: paw
r, _ u Location: 1
1
12614)1/43 /ii„
Cast density shall be determined b taking samples obtained at the end of the pump hose at the point of placement. The samples
are obtained by filling a (5)gallon pail with material flowing from the pump hose into the placement as outlined in ASTM C495_
NetWeight Conversion Chart
(values shown exclude the wei.ht of the 'ail)
Sample Sample Weight Sample Weight Sample Weight Sample Weight Sample Weight Sample Weight
Weight(lbs) (lbs) (lbs) (lbs) (lbs) - Sample Weight(lbs) (lbs) Ohs)
23 32.9 26 37.1 29 41.4 32 s 45.7
23.5 33.6 26.5 37.9 29.5 42.1 32.5 • 46.4
l 24 34.3 27 38.6 30 42.9 33 47.1
24.5 35 27.5 39.3 30.5 43.6 33.5 _ 47.9
25 35.7 28 40 31 44.3 34 48.6
• 25.5 36.4 28.5 40.7 31.5 45 34.5 49.3
Footnote The shaded valuees indica!e or'asi:l s below or above those typically used in roof deck conslruclion
Density Records
Bucket Size 5 Qt _ 5 Gal -11 T=Topping S = Slurry Coat
Conversion Factor=F 16 0 i3 IV1 i1.4 1 I F = Conversion Factor
• Calculate `11-3 Calculate
' Sample Density • Sample Calculate Sample Density Sample Calculate
Time S (lbs/ft') Sample x Time S (lbs/ft') Density Time S (lbs/ft') Sample x Time S ,(Ibslft') Density
AM T Fx3 AM T . Sample x F PM T Fg3 PM T Sample x F
6:30 9:30 S' ) `i 12:30 ca / 9- 3:30 7 / Lit
7:00 10:00 ' 1 y 1:00 4:00 j , 3.�
z
7:30 10:30 S j / - - 1:30 4:30 I, ( y-
8:00 11:00 ( 14, 2:00 T I- 5:00 11 I
8:30 11:30 57 13 2 - - 2:30 r r-Y.. - 5:30 - -
9:00 5 '3j z 12:00 5 ( �Y • I 3:00 IT I y- 6:00
Weather Conditions 0 Sunny n Partly Cloudy n Overcast °Rain Showers In Rain
Other Remarks:
--___--___ - ui ICI On,tL1,1 - (AO = 12,56014619 leitY 4 K3 -
CELCORE INCORPORATED - 3148 US Hwy 70 West, Black Mountain NC 28711
# 13 - 1 .31i
red e ■ a I Phone 954-784.2941
800-848-1919
ENGINEERING& TESTING INC. Fax 954-784-7875
250 SW 13th Ave Pompano Beach,FL 33069 fed-eng.com
Dated: March 11,2014 Job Order# 14-715
Lathe Roofing
2280 W Copans Road
Pompano Beach,FL 33069
Attn: Mark Larose
RE: Field Withdrawal Resistance Test
Manatee Seaview Apartments Building 1
500 Manatee Drive
Boynton Beach,FL
Dear: Mark
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 inspection 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#11-0407.01).
On 1/22/2014 our field representative visited the referenced site and conducted thirteen (13) field withdrawal
resistance tests on the JM 1.7" CR base sheet fasteners into the lightweight insulating concrete (LWIC). MI 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. MI tests were
conducted according to Dade County 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 i 4,11:r&dirnttieheai future.
• 6
..„ . c, E N s. • .-7 PO
•� :RC1
Sinder�, No. 9394
Keith-L anr,5)6 RIO t:*,,4O, 4AV Attachments include the following:
Federal.E°g'e ' -g ,andst ng, Inc. Field Withdrawal Resistance Test Results
`
r t_ '-
Florida Reg.-Number 59394 Field Sketch
Certificate of Authorization 5471 Comten Calibration
F
ENGINEERING
E.TESTING
Dade County
Building Code Compliance Office
Testing Application Standard TAS 105-98
Field Withdrawal Resistance Test Results .
General Information:
Job Name: Manatee Seaview Apartments Building 1
Job Address: 500 Manatee Drive
Boynton Beach,FL
Contact Individual
at jobsite(if any) Mark Larose
Testing Agency/Equipment Information:
Note: The undersigned acknowledges that all testing has been conducted and results
have been reported in compliance with Dade County TAS-105-98.
Testing Agency Name: Federal Engineering&Testing Inc.
Company Address: 250 SW 13th Ave Pompano Beach,FL 33069
CompanyTelephone: (954) 784-2941
Company Fax: (954) 784-7875
Representative Name: Mr. Keith LeBlanc P.E.
Representative Title: Professional Engineer/
Signature: rL,G'(/e ii'tryL,,
‘0,), SOH N AFB ;•, t/y/Y
ec• \c, ENe .
Testing Apparatus: Comten Indostnes (91 ee ter MO el)FG2W2000
* ' ''STATE OF 5
.o
o •
-PO•n��� OfZl�p•••(5c.5/'
Page 2 of 5
•
•
F
ENGINEERING
8 TESTING
Building/Roof System Information: Area Number: 1
Roof Area Height 36 ft.
Roof Area Length 267 ft.
Second Largest Dimension 50 ft.
Total Roof Area 8200 ftz
82 sq
Perimeter Area 3620 ft2
(See RAS 117)
Building/Roof System Information: Area Number:
Roof Area Height ft.
Roof Area Length ft.
Second Largest Dimension ft.
Total Roof Area ft2
sq
Perimeter Area ft:
(See RAS 117)
Building/ Roof System Information: Area Number:
Roof Area Height ft,
Roof Area Length ft,
Second Largest Dimension g,
Total Roof Area ft2
sq
Perimeter Area ft'
(See RAS 117)
Page 3 of 5
F
ENGINEERING
&TESTING
Field Withdrawal Resistance Recording Sheet
Componet to be secured: Area Number 1
❑ Insulation (Refer to deck dimensions on Page No.2)
❑ Membrane Fastener Type: 1.7" CR
CI Anchor or Basesheet Fastener Manufacturer: JM
❑ Woodblocking Predrilled: Yes ❑ No 2
0 Metal Profiles .If Yes,Drill Bit Size: "diameter
❑ Resistance Verification Only Hole Depth:
See Section 7 to determine number of tests(If drill is high tolerance include range in 1/1000"tolerance)
Sample&Plan Initial Failure Sample&Plan Initial Failure
Identifier Load Ib Roof Area Roof Area
( f) Identifier Load pbf)
1 75 C 26
2 96 C 27
3 136 C 28
4 61 C 29 —
5 119 P 30
6 144 P 31
7 57 P 32
8 89 P 33
9 87 F 34
10 105 F 35
11 143 F 36
12 90 F 37
13 96 F 38
14 39
15 40
16 41
17 _ 42
18 43
19 44
20 _ 45
21 46 .
22 47
• 23 48
24 49
25 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= 13
• See Section 8 of Dade County Protocol TAS 105
• Note the locations of all tests on"Building Information'Detail#1,attached)
•
Page 4 of 5
ENGINIEtRIPM
&TESTING
Mean Failure Load F= 99.85 Ibf
Sample Standard Deviation Sf= 28.70 Ibf
'Minimum Characteristic Resistance Force F'= 88.17 Ibf
Notes:
t)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 Dade County Protocol 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 of factor of 2 to I 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 I
Insert Building& Parapet
(If no parapet wall exists insert"N/A")
4'
3 Feet
y
A
36 Feet
•
Ground Level V
Building Information -Detail# I
Page 5 of 5
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• ) Cardinal
/ Cardinal Scale Manufacturing Co.
CERTIFICATE OF CALIBRATION
COMPANY: FEDERAL ENGINEERING&TESTING
SCALE TYPE: HANGING SCALE REPORT NO.: 6055
MANUFACTURER: INTERCOMP CALIBRATION DATE: 1122/13
MODEL NUMBER: CS200-250 RECALIBRATION DUE: MAY 2014
SERIAL NUMBER: 0718CA13001 TECHNICIAN: SCOTT
DIVISIONS: .1 LB CAPACITY: 250 LBS
THE ABOVE EQUIPMENT HAS BEEN TESTED AND INSPECTED AND MEETS ALL THE REQUIREMENTS
OF HANDBOOK 44 AND THE DEPARTMENT OF WEIGHTS AND MEASURES.
THE STANDARDS USED ARE TRACEABLE TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY.
STANDARDS CALIBRATION DATE: 10/102013
STATE CERTIFICATION NO.: 137
CARDINAL • DETECTO
3215 N.W. 10th Ten-ace,Suite 203
Oakland Park, FL 33309
Phone 954.5634120
Fax 954-563-9920
E-mail:Miami@cardet.com