The URL can be used to link to this page

Home My WebLink AboutTEST RESULTSTESTING APPLICATION STANDARD (TAS) 105 NOV 2 i 2018 APPENDIX TAS 105-A oua�y, P�ffA� FIELD WITHDRAWAL RESISTANCE TEST RESULTS GENERAL INFORMATION: SCANNED Job Name: Hartman Apartments AN Job Address: 1215 Hartman Road St.Lucie CoUntY Fort Pierce, FL Job Site Contact: JA Taylor. Inc. (772) 466-4040 TESTING AGENCY/EQUIPMENT INFORMATION: Note: The undersigned acknowledges that all testing has been conducted and results have been reported in compliance with TAS 105 Appendix T105-A Testing Agency: Cleary Inspection Services, Inc. Address: 1017 North "H" Street Lake Worth, FL 33460 Telephone: (561) 722 - 9881 Fax: (561) 582 - 8039 Email: clearyinspections@kcwand.com Representative Name: Katherine I. Cleary Title: Inspector Test Apparatus: COMTEN MODEL # DFG2W2000, SERIAL # 20606019 BU1LDING/ROOF SYSTEM INFORMATION: Roof "A" Approx. Roof Area Height: Height: = 10 ft. Roof Area Dimensions: Length: = 66 ft. Second largest dim.: = 45 ft. Total roof area: = 2187 ft z Perimeter width: = 4 ft. Perimeter area: = 420 ft.' Comer area: = 428 ft.' Parapet Height: = N/A ft. BUILDING/ROOF SYSTEM INFORMATION: Roof "B" . Approx. Roof Area Height: Height: = 10 ft. Roof Area Dimensions: Length: = 28 ft. Second largest dim.: = 14 ft. Total roof area: = 392 ft., Perimeter width: = 3 ft. -- - — Perimeter area: = 180 ft 2 Comer area: = 96 ft.2 Parapet Height: = N/A ft. i Hartman Apartments Cleary Inspection Service, Inc. 1215 Hartman Road Tel. (561) 722-9881, Fax (561) 582-8039 Fort Pierce, FL Email: clearyinspections@kcwand.com FASTENER INSTALLATION INFORMATION: Roofs "A" & "B" Is the fastener a self driller? Yes Tool: Rigid 18v 0-1800 rpm's Fastener type: #14 Fastener Manufacturer: OMG TEST INFORMATION: AREA "A" Test Date: Number of Test Conducted "Note the Location of all tests on 'Building Information', attached. 11/5/2013 13 FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Deck:* See TAS 105-11 to determine number of tests Wood AREA "A" SAMPLE NO. PLAN IDENTIFIER INITIAL FAILURE LOAD FIELD PERIMETER CORNER 1 Tl 300 X 2 T2 330 ,y 3 T3 330 X 4 T4 320 X 5 T5 350 X 6 T6 265 X 7 T7 305 X 8 T8 315 X 9 T9 350 X 10 T10 _ 330 X 11 T11 315 X 12 T12 330 X 13 TO 275 X STATISTICAL ANALYSIS: AREA "A" No. of Tests T Estimator Mean Failure Load: Sample Standard Deviation: Minimum -Characteristic Resistance Force: n= 13 t' = 2.179 F= 316.5 lbf SF= 24.5lbf F'= 301.6lbf E Hartman Apartments 1215 Hartman Road Fort Pierce, FL Cleary Inspection Senice, Inc - Tel. (561) 722-9881, Fax (561) 582-8039 Email: clearyinspections@kcwand.com kcwand.com TEST INFORMATION: AREA "B" Test Date: 11/5/2013 Number of Test Conducted 4 *Note the Location of all tests on 'Building Information', attached. FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Deck:- See TAS 105-11 to determine number of tests Wood AREA "B" SAMPLE NO. PLAN IDENTIFIER INITIAL FAILURE LOAD FIELD PERIMETER CORNER 1 Tl 280 X 2 T2 250 X 3 T3 300 X 4 T4 360 X STATISTICAL ANALYSIS: AREA "B" No. of Tests T Estimator Mean Failure Load: Sample Standard Deviation: Minimum -Characteristic Resistance Force: Sincerely, Cleary Inspections Service, Inc. Katherine I. eary Miami -Dade Lab Certification No. 16.0211.02 n= 4 t' = 3.182 F= 297.5lbf SF= 403lbf F'= 233.31bf R.N. Sailappan, P.E. �l! Florida Registration No. 46696 3 Cleary Inspection Service, Inc. Telephone (561) 722-9881 Fax (561) 582-8039 Email: kc@kcwand.com 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 TAS 117, shall utilize the minimum characteristic resistance for (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. Hartman Apartments — Roof Areas "A" & °B" 1215 Hartman Road Fort Pierce, FL Test Date: 11/5/2018 Roof Area Building and Parapet Heights (If no parapet exists. "N/A") Roofs "A" & "B" NIA 10, Ground Level Page 4 Cleary Inspection Service, Inc. Tel. (561) 722-988, Fax (661) 582-8039 Email: clearyinspections@kcwand.com Hartman Apartments — Roof "A" & "B" 1215 Hartman Road Fort Pierce, FL Test Date: 11/5/2018 Tt 28' T2 T3 6' Shingle Roof T4 Not in test 12' Shingle Roo Not in test 16' Shingle Roo Not In test 26' T1 9' 18' T2 TG T7 T5 T8 T10 T11 f3' T13 3' I 34' 9' T9 Not in test Shingle Roof Not in test Shingle Roof Not in test Shingle Roof Not in test Shingle Roof Not in test Shingle Roof Not in test S41 NOT DRAWN TO SCALE Drawings & measurements are approximate representation of field layout Page 5 CERTIFICATE_OF CALIBRATION TRACEABLE TO THE UNITED STATES NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY AND PERFORMED IN ACCORDANCE WITH IS010012-2003 THIS DEVICE IS CERTIFIED TO BE WITHIN +/- 0.5% OF FULL SCALE READING AT EACH TEST POINT AT THE TIME OF SHIPMENT CERTIFICATE NUMBER: 25521 CALIBRATION DATE: 10/8/2018 �rrt� .%�� w� rumtft IrvrCKlvw,lluN I MODEL #: DFG2W2000 CUSTOMER: CLEARY INSPECTION SERVICE INC. CALIBRATION DATA APPLIED EXPECTED VALUE VALUE RUN (LB) (LB) (LB) 0.00 0.00 0.000 100.00 400.00 400.00 398.000 600.00 j 800.00 800.00 798.000 1000.00 i 1200.00 1200.00 1199.000 1400.00 i 1600.00 1600.00 1603.000 1800.00 2000.00 2000.00 2005.000 i CALIBRATION EQUIPMENT USED �- SERIAL#1: 11706016 SERiALa2: i CAL EQUIP: COMTEN INDUSTRIES load cell CNR EA, SIN CNR EA 11706016 was calibrated at ComTen Industries following to ASTM E-74. The uncertainty is 2 CAL DATE: Lbf. Report No: 20300 6/122017 i ; SERIAL #: 20606019 CUSTOMER#: CLE33460 FULL AVERAGE SCALE (LB) ERROR 0.000 0.000% 398.000 -0.100% 798.000 •0.100% ' 1199.000 -0.D50% 1603.000 0.150% 2006.D00 0.300% I I THIS EQUIPMENT IS CERTIFIED TRACEABLE TO THE UNITED STATES NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. ' CONDITIONS ---.--"--"— VALIDATION � -- — TEMPERATURE 69.5T r RELATIVEHUMIDITYc- -32% - - - CALIBR.",71 10N. _ - PERFORMED-m==z'^"-'� AS FOUND NOTES: (' Indicates that the part was out of tolerance) BY: MG 7 - Calibration not valid without CERTIFIED stamp and initials 6405-49th Street North, Pinellas Park, FL 33781-5724 * 727-520-1200 F FAX 727-520-0299 E-Mail: sales@com-ten.com ' Web: www.com-ten.com SC 0011 St \'uc\eC RECEIVED NOV 2 7 2018 TESTING APPLICATION STANDARD (TAS) No. 10LLucie County, Pertnittlng APPENDIX TAS 105-A FIELD WITHDRAWAL RESISTANCE TEST RESULTS GENERAL INFORMATION: Job Name: Job Address: Job Site Contact: Hartman Apartments 1215 Hartman Road Fort Pierce, FL JA Taylor, Inc. (772) 466-4040 TESTING AGENCY/EQUIPMENT INFORMATION: Note: The undersigned acknowledges that all testing has been conducted and results have been reported in compliance with TAS 105 Appendix T105-A Testing Agency: Address: Telephone: Fax: Email: Representative Name: Title: Cleary Inspection Services, Inc. 1017 North "H" Street Lake Worth, FL 33460 (561) 722 - 9881 (561) 582 - 8039 clearyinspections@kcwand.com Katherine I. Cleary Inspector Test Apparatus: COMTEN MODEL # DFG2W2000, SERIAL # 20606019 BUILDING/ROOF SYSTEM INFORMATION: Roof "A" Approx. Roof Area Height: Height: = 10 ft. Roof Area Dimensions: Length: = 66 ft. Second largest dim.: = 45 ft. Total roof area: = 2187 R° Perimeter width: = 4 ft. Perimeter area: = 420 ft 2 Corner area: = 428 ft.' Parapet Height: = N/A ft. BUILDING/ROOF SYSTEM INFORMATION: Roof'B" Approx. Roof Area Height: Height: = 10 ft. Roof Area Dimensions: Length: = 28 ft. Second largest dim.: = 14 ft. Total roof area: = 392 R.' Perimeter width: = 3 ft. Perimeter area: = 180 ft.' Comer area: = 36 ft' Parapet Height: = N/A ft. Hartman Apartments 1215 Hartman Road Fort Pierce, FL Cleary Inspection Service, Inc. Tel. (561) 722-9881, Fax (561) 582-8039 Email: clearyinspections@kcwand.com FASTENER INSTALLATION INFORMATION: Roofs "A" & "B" Is the fastener a self driller? Yes Tool: Rigid 18v 0-1800 rpm's Fastener type: 414 Fastener Manufacturer: OMG TEST INFORMATION: AREA "A" Test Date: 11/5/2013 Number of Test Conducted 13 *Note the Location of all tests on 'Building Information', attached. FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Deck:* See TAS 105-11 to determine number of tests Wood AREA "A" SAMPLE NO. PLAN IDENTIFIER INITIAL FAILURE LOAD FIELD PERIMETER CORNER 1 Tl 300 X 2 T2 330 X 3 T3 330 X 4 T4 320 X 5 T5 350 X 6 T6 265 X 7 T7 305 X 8 T8 315 X 9 T9 350 X 10 T10 330 X 11 T11 315 X 12 T12 330 X 13�71 T13 275 X STATISTICAL ANALYSIS: AREA "A" No. of Tests n = 13 it Estimator t' = 2.179 Mean Failure Load: F= 316.5 lbf Sample Standard Deviation: SF= 24.5 lbf Minimum -Characteristic Resistance Force: F'= 301.6 lbf 2 Hartman Apartments 1215 Hartman Road Fort Pierce, FL Cleary Inspection Service, Inc. Tel. (561) 722-9881, Fax (561) 582-8039 Email: clearyinspections@kcwand.com TEST INFORMATION: AREA "B" Test Date: 11/5/2013 Number of Test Conducted 4 *Note the Location of all tests on 'Building Information', attached. FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Deck:* See TAS 105-11 to determine number of tests Wood AREA "B" SAMPLE NO. PLAN IDENTIFIER INITIAL FAILURE LOAD FIELD PERIMETER CORNER 1 TI 280 X 2 T2 250 X 3 T3 300 X 4 T4 360 X STATISTICAL ANALYSIS: AREA "B" No. of Tests T Estimator Mean Failure Load: Sample Standard Deviation: Minimum -Characteristic Resistance Force: Sincerely, Cleary Inspections Service, Inc. Katherine I. eary Miami -Dade Lab Certification No. 16.0211.02 n= 4 t' = 3.182 F= 297.5lbf SF= 4031bf F'= 233.3lbf eu nfarg R.N. Sailappan, Florida Registration No. 46696 3 Cleary Inspection Service, Inc. Telephone (561) 722-9881 Fax (561) 582-8039 Email: kc@kcwand.com 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 TAS 117, shall utilize the minimum characteristic resistance for (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. Hartman Apartments — Roof Areas "A" & "B" 1215 Hartman Road Fort Pierce, FL Test Date: 11/5/2018 Roof Area Building and Parapet Heights. (If no parapet exists, "N/A") Roofs "A" & "B" N/A 10, Ground Level Page 4 Cleary Inspection Service, Inc. Tel. (561) 722-988, Fax (561) 582-8039 Email: clearyinspections@kcwand.com Hartman Apartments — Roof "A" & "B" 1215 Hartman Road Fort Pierce, FL Test Date: 11/5/2018 Ti Shingle Roof Not in test 28' T2 T3 Shingle Roof Not in test Shingle Roof T4 Nal in test 12' Shingle Roof IS' 40' Not in test Shingle Raaf 16'Shingle Roof Jn Not In test No[ in test 401 26' T1 9' Shingle Roof 18, ' 2' Not in test 1 T2 T3 28, 10' i0� T7 T9 Shingle Roof TO Not in test 10' 14' T4 T5 T8 40' 17' 17' T10 T11 T12 Not in test 10' 3' 10' T13 3' 3' 22' 34' 9' 28' NOT DRAWN TO SCALE Drawings & measurements are approximate representation of field layout Page 5 CERTIFICATE OF CALIBRATION TRACEABLE TO THE UNITED STATES NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY AND PERFORMED IN ACCORDANCE WITH IS010012-2003 THIS DEVICE IS CERTIFIED TO BE WITHIN +/- 0.5% OF FULL SCALE READING AT EACH TEST POINT AT THE TIME OF SHIPMENT CERTIFICATE NUMBER: 25521 CALIBRATION DATE: 10/812018 PART AND CUSTOMER INFORMATION MODEL#: DFG2W2000 CUSTOMER: CLEARY INSPECTION SERVICE INC. SERIALM 20606019 i CUSTOMER#: CLE33460 ! CALIBRATION DATA I APPLIED EXPECTED VALUE VALUE (LB) (LB) RUN1 (LB) AVERAGE (LB) FULL SCALE ERROR 0.00 0.00 0.000 O.00D 0.000 % 100.00 ( 400.00 400.00 398.000 398.000 -0.100% 600.00 800.00 800.00 798.000 798,000 -0.100 1000.OD ! 1200.00 1200.00 1199.000 1199.000 -0.0500/. 1400.00 ! i 1600.00 1600.00 1603.000 1603.000 0.150% 1800.00 2000.00 2000.00 2006.000 2006.00 0.300% CALIBRATION EQUIPMENT USED ' SERIAL#1: 11706016 SERIAL#2: CAL EQUIP: COMTEN INDUSTRIES load cell CNR EA, SIN 1 CNR EA 11706016 was calibrated at ComTan Industries following to ASTM E-74. The uncertainty is 2 i CAL DATE: Lbf. Report No: 20300 ( 611212017 - f THIS EQUIPMENT IS CERTIFIED TRACEABLE TO THE UNITED STATES NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY CONDII TIONS VALIDATION 69.5'F _TTEMPERATURE CALIBRATIONPERFORMED RELATIVE HUMIDITY: 32 % AS FOUND NOTES: (' Indicates that the part was out of tolerance) BY: MG 1 Calibration not valid without CERTIFIED stamp and initials 6405-49th Street North, Pinellas Park, FL 33781-5724 " 727-520-1200 " FAX 727-520-0299 E-Mail: sales@com-ten.com , Web: www.com-ten.com r TESTING APPLICATION STANDARD (TAS) No. 105-11 APPENDIX TAS 105-A FIELD WITHDRAWAL RESISTANCE TEST RESULTS GENERAL INFORMATION: Job Name: Job Address: Job Site Contact: Hartman Apartments 1215 Hartman Road Fort Pierce, FL JA Taylor Roofin¢, Inc. (772) 466-4040 TESTING AGENCY/EQUIPMENT INFORMATION: Note: The undersigned acknowledges that all testing has been conducted and results have been reported in compliance with TAS 105 Appendix T105-A Testing Agency: Cleary Inspection Services, Inc. Address: 1017 North "H" Street Lake Worth, FL 33460 Telephone: (561) 722 - 9881 Fax: (561) 582 - 8039 Email: clearyinspections@kcwand.com Representative Name: Katherine I. Cleary Title: Inspector Test Apparatus: COMTEN MODEL # DFG2W2000, SERIAL # 20606019 BUILDING/ROOF SYSTEM INFORMATION: Roof "A" Roof Area Height: Height: Roof Area Dimensions: Length: Second largest dim.: Total roof area: Perimeter width: Perimeter area: Corner area: Parapet Height: BUILDING/ROOF SYSTEM INFORMATION: Roof "B" Roof Area Height: Height: Roof Area Dimensions: Length: Second largest dim.: ' Total roof area: Perimeter width:,,., Perimeter area: ' Corner area: Parapet Height: . SCgNNS St tu /ern 0 Approx. 10 ft. 66 ft. = 45 ft. 2187 ft2 4 ft. 420 ft 2 428 ft.2 i Approx. 10 ft. ' 28 ft. -14 ft. _ + t392 ft.� 180-tR.= 36'ff.2 ' . 1 •1 _ i • SHOP DRAWING / SUBMITTAL RE' It APPROVED ❑ APPROVED AS NOTED ❑ REVISE AND RESUBMIT ❑ REJECTED SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMI GENERAL CONFORMANCE TO CONTRACT DOCU ONLY. THE CONTRACTOR IS RESPONSIBLI CONFIRMING AND CORRELATING DIMENSIONS AT J FOR TOLERANCE. CLEARANCE. QUANTITIES, FABRI Architectonic Inc. Fort Pierce, FL 34950 Hartman Apartments 1215 Hartman Road Fort Pierce, FL Cleary Inspection Service, Inc. Tel. (561) 722-9881, Fax (561) 582-8039 Email: clearyinspections@kcwand.com FASTENER INSTALLATION INFORMATION: Roofs "A" & "B" Is the fastener a self driller? Yes Tool: Rigid 18v 0-1800 rpm's Fastener type: #14 Fastener Manufacturer: OMG TEST INFORMATION: AREA "A" Test Date: Number of Test Conducted *Note the Location of all tests on 'Building Information', attached. 11/5/2018 13 FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Deck:* See TAS 105-11 to determine number of tests Wood AREA "A" SAMPLE NO. I PLAN IDENTIFIER INITIAL FAILURE LOAD FIELD PERIMETER CORNER 1 Tl 300 X 2 T2 330 X 3 T3 330 X 4 T4 320 X 5 T5 350 X 6 T6 265 X 7 T7 305 X 8 T8 315 X 9 T9 350 X 10 T10 330 X 11 T11 315 X 12 T12 330 X 13 T13 275 X STATISTICAL ANALYSIS: AREA "A" No. of Tests T Estimator Mean Failure Load: Sample Standard Deviation: Minimum -Characteristic Resistance Force: n= 13 t' = 2.179 F= 316.5 lbf SF= 24.51bf F'= 301.6 lbf K Hartman Apartments 1215 Hartman Road Fort Pierce, FL Cleary Inspection Service, Inc. Tel. (561) 722-9881, Fax (561) 582-8039 Email: clearyinspections@kcwand.com TEST INFORMATION: AREA "B" Test Date: Number of Test Conducted *Note the Location of all tests on 'Building Information', attached. 11/5/2018 4 FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Deck:* See TAS 105-11 to determine number of tests Wood AREA "B" SAMPLE NO. PLAN IDENTIFIER INITIAL FAILURE LOAD FIELD PERIMETER CORNER 1 Tl 280 X 2 T2 250 X 3 T3 300 X 4 T4 360 X STATISTICAL ANALYSIS: AREA "B" No. of Tests T Estimator Mean Failure Load: Sample Standard Deviation: Minimum -Characteristic Resistance Force: Sincerely, Cleary Inspections Service, Inc. atherine eary Miami -Dade Lab Certification No. 16.0211.02 n= 4 t' = 3.182 F= 297.5lbf SF= 40.3lbf F'= 233.3 lbf vlN r1111;R.N. Sailappan, P.E. Florida Registration No: 46696 3 Cleary Inspection Service, Inc. Telephone (561) 722-9881 Fax (561) 582-8039 Email: kc@kcwand.com 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 TAS 117, shall utilize the minimum characteristic resistance for (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. Hartman Apartments — Roof Areas "A" & "B" 1215 Hartman Road Fort Pierce, FL Test Date: 11/5/2018 Roof Area Building and Parapet Heights. (If no parapet exists, "N/A") Roofs "A" & "B' N/A 10, Ground Level Page 4 T Cleary Inspection Service, Inc. Tel. (561) 722-988, Fax (561) 582-8039 Email: clearyinspections@kcwand.com Hartman Apartments — Roof "A" & "B" 1215 Hartman Road Fort Pierce, FL Test Date: 11/5/2018 14' T1 28' T2 T3 T4 Shingle Root Not in lest 16' Shingle Rool Not in test 26' T1 T3 28' — 10' T9 10' T6 T7 10' 14' T4 T5 T8 17' 11 T10 T11 T12 Not in test 10' 3, 10' T13 3' 3 22' 34' 9' Shingle Roof Not In test 1 J T2 40' Shingle Roof Not in test Shingle Roof Not in test 40' eRoof Not in test Shingle Roof Not in test Shingle Roof Not in test 40' 28' NOT DRAWN TO SCALE Drawings & measurements are approximate representation of field layout Page 5 CERTIFICATE OF CALIBRATION TRACEABLE TO THE UNITED STATES NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY AND PERFORMED IN ACCORDANCE WITH ISOID012-2003 THIS DEVICE IS CERTIFIED TO BE WITHIN +1- 0.5% OF FULL SCALE READING AT EACH TEST POINT AT THE TIME OF SHIPMENT CERTIFICATE NUMBER: 25521 CALIBRATION DATE: 10/8/2018 iPART AND CUSTOMER INFORMATION I MODEL# DFG2W2000 SERIAL 20606019 CUSTOMER: CLEARY INSPECTION SERVICE INC. CUSTOMER#: CLE33460 CALIBRATION DATA APPLIED EXPECTED FULL VALUE VALUE } RUN AVERAGE SCALE (LB) (LB) (LB) (LB) ERROR i0.00 0.0o" I 0.000 0.000 0.000% 100.00 400.00 400.00 398.000 39B.000-0.100% 600.00 I 800.00 800.00 798.000 798.000 -0.100% 1000.00 I 1200.00 1200.00 1 1199.000 1199.000-0.0500/. � 1400.00 1 1600.00 1600.00 ! 1603.000 1603.000 0.150% 1800.00 2000.00 2000.00 2008.000 2006.000 0.300% i CALIBRATION EQUIPMENT USED i SERIAL#1: 11706016 SERIAL#2: CAL EQUIP: COWEN INDUSTRIES load cell CNR EA, SIN CNR EA 11706016 was calibrated at ComTen Industries following to ASTM E-74. The uncertainty is 2 ; CAL DATE: Lbf. Report No: 20300 611212017 i THIS EQUIPMENT IS CERTIFIED TRACEABLE TO THE UNITED STATES NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. CONDITIONS I VALIDATION , TEMPERATURE-69:52F RELATIVE HUMIDITY: 32% CALIBRATION PERFORMED AS FOUND NOTES: (` Indicates that the part was out of tolerance) BY: MG Calibration not valid without CERTIFIED stamp and initials I _ 6405-49th Street North, Pinellas Park, FL 33781-5724 ` 727-520-1200 ' FAX 727-520-0299 E-Mail: sales@com-ten.com ' Web: www.com-ten.com