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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 �I ® 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 � OQ Vs Vl 0 • Zr • P •r I n a GO . E "t ) 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