CERT OF OCCU •
'i ---- I #73� 16/5 ii
® • GELUUKLU INGURPORA I LU
• F1CORE RC. QUALITY CONTROL
FIELD CAST DENSITY LOG
Date of Placement: Project,Name: fi-
Project Number: 'z,Z //Z sov
Conte Location:� j, _ 3`�/I
Cast density shall be dbe tey taking samples obtained at the end of the pump hose al the point of placemdnt. The samples
are obtained by filling a 15]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)
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
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
Fnnmore The shaded values indicate densities below or above those typically used in roof deck construction
Density Records
Bucket Size 5 at 10 5_Gal T= Topping S = Slurry Coat
Conversion Factor=F l6 O j3 - X1.4 [�
F = Conversion Factor
._:-4-
I
I Calculate X3 Calculate
I Sample Density Sample Calculate Sample Density Sample Calculate
Time S (Ibsih°) Samplex Time S (Ibslft3) Density Time S (lbs/R') Sample x Time S (lbs/ft') Density
AM T FX 3 AM T Sample x F PM T Fg3 PM T Sample x F
6:30 9:30 12:30 3:30 'r / (f,
7:00 10:00 1:00 4:00 7
7.30 10:30 130 4:30
8:00 11:00 . 2:00 I lse 5:00 T
8:30 11:30 2:30 T (s& 5:30 '( y
9:00 12:00 3:00 r f3>. - 6:00
Weather Conditions (1)Sunny E-) Partly Cloudy O Overcast ['Rain Showers El Rain
Other Remarks:
u l-O E &- K S - t -
(--) trimf�sloa C --
CELCORE INCORPORATED - 3148 US Hwy 70 West, Black Mountain NC 28711
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® GELUUR QD INGUKPUKA [EU
Ett911Eiec, QUALITY CONTROL
FIELD CAST DENSITY LOG
•
Date of Placement: y Project Name: L -7"--360C-e#.4r fr R . MANA_- 4
Project Number: 'zz c,:v
Cont0retw i Location:
Cast density shall be determined by 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 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)
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
-
24 34.3 27 416 30 42.9 33 47.1
24.5 35 27.5 39.3 30.5 43.6 33.5 47.9
25 35.728 40 31 44.3 34 48.6
• 25.5 36.4 _ 28.5 40-7 31.5 45 34.5 49.3
Fonlnolc The shaded values indicate densities below or above those typically used in roof deck construction
Density Records
Bucket Size 5 Ot_(' 10(3y 5 Gal 7_, T= Topping S = Slurry Coat
Conversion Factor= F �6 Ei 13 1.4 [ - 1 F = Conversion Factor
Calculate u-3 Calculate
Sample Density Sample Calculate Sample Density Sample Calculate
Time S (lbs/h') Sample x Time S (lbs/ft') Density Time S (lbs/ft') Sample x Time S (lbs/ft') Density
AM T Fy3AM T Sample x F PM T 9C3 PM T Sample x F
6:30 9:30 12:30 3:30 T I-3 Z
7:00 10:00 5 131- 1:00 ._.. 4:00
7:30 10:30 5 f 91:30 r t it, 4:30
8:00 11:00 5? t ti- 2:00 -r i LP 5:00
12
8:30 11:30 ' Lt 2:30 t 4- 5:30
9:0012:00 3:00 I i q 6:00
Weather Conditions Q Sunny [] Partly Cloudy n Overcast 0 Rain Showers (-] Rain
Other Remarks:
W lkVk Cor estcva C�hau� - -
CELCORE INCORPORATED - 3148 US Hwy 70 West, Black Mountain NC 28711
/i
rederal Phone 954-784-2941
800-848-1919
ENGINEERING ti TESTING INC. Fax 954-784-1875
250 5W 13th Ave Pompano Beach,FL 33059 fed-eng.com
Dated: January 22,2014 Job Order# 14-271
Latite Roofing
2280 W Copans Road
Pompano Beach,FL 33069
Attn: Mark Larose
RE: Field Withdrawal Resistance Test
Manatee Seaview Apartments Building 4
574 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). All tests
were found in compliance'with the Florida Building Code and TAS-105. See attached copies of TAS-I05 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 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'tp,doingri9 in the near future.
30}-1/V ,'�1,�
Sir&arely .
tI
59 y
KVt LRBIanc, P 1 Y 237j fr, Attachments include the following:
Fed E neddihig 1St es ing, c. Field Withdrawal Resistance Test Results
Flopagibtrfere19394 Field Sketch
Certificafe'b'FAufliorization 5471 Comten Calibration
F,
ENGINEERING
& 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 4
Job Address: 574 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 /J
Signature:
As Xs"JO•HN•//1v/• •23
N•••�‘cenls<e:
Testing Apparatus: Comten Indusfries4 aste}ibr M8t<iMoJ▪ lel DFG2W2000
STATE OF •
•
•
p OO,• • •I ��6\�k
Page 2 of 5
F
ENGINEERING
8 TESTING
Building/Roof System Information: Area Number: 1
Roof Area Height 28 ft.
Roof Area Length 185 ft.
Second Largest Dimension 46 ft.
Total Roof Area 7160 ft2
72 sq
Perimeter Area 2670 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 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 ft'
sq
Perimeter Area ft2
(See RAS 117)
Page 3 of 5
I
F
ENGINEERING
S.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
2 Anchor or Basesheet Fastener Manufacturer: JM
❑ Woodblocking Predrilled: Yes ❑ No 2
❑ 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 Roof Area Sample& Plan Initial Failure Roof Area
Identifier Load(1bf) Identifier Load(lbf)
1 140 C 26
2 66 C 27
3 106 C 28
4 112 C 29
5 55 C 30
6 122 C 31
7 225 P 32
8 147 P 33
9 142 P 34
10 115 P 35
Il 148 P 36
12 176 P 37
13 152 P 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? 0 Yes E 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 NI,attached)
Page 4 of 5
•
•
•
F
ENGINEERING
8 TESTING
Mean Failure Load F= 131.23 lbf
Sample Standard Deviation Sf= 44.13 lbf
Minimum Characteristic Resistance Force F'= 116.75 lbf
Notes:
I) 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
(lino parapet wall exists insert"N/A")
T
>3 Feet
1
n
28 Feet
Ground Level V
Building Information- Detail# 1
Page 5 of 5
N �
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) Cardinal
/Cardinal Scale Manufacturing Co.
CERTIFICATE OF CALIBRATION
COMPANY: FEDERAL ENGINEERING 8 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 Terrace,Suite 203
Oakland Park,FL 33309
Phone 954-5634120
Fax 954-563-9920
E-mail.Miami@cardel.com