jiangsu spanl co., ltd test report

JIANGSU SPANL CO., LTD TEST REPORT SCOPE OF WORK CAN/ULC-S101-14 AND ASTM E119-18Ce1 TESTING ON INSULATED METAL SIDING REPORT NUMBER 191010010SHF-001 TEST DATE 2019-10-29 ISSUE DATE REVISE DATE 2019-11-08 2019-11-20 PAGES 27 DOCUMENT CONTROL NUMBER LFT-APAC-SHF-OP-10p (May 1, 2019) © 2019 INTERTEK

Intertek Testing Service Shenzhen Ltd. Shanghai Fengxian Branch Plant 5, No. 6958 Daye Road, Fengxian District,

Shanghai, China Tel: 021-61136116 Fax: 021-61189921

Website: www.intertek.com

TEST REPORT

Issue Date:2019-11-08 Intertek Report No.: 191010010SHF-001

This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report. Only the Client is authorized to permit copying or distribution of this report and then only in its entirety. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test results in this report are relevant only to the sample(s) tested. This report by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program.

Version: 1 May 2019 of 27 LFT-APAC-SHF-OP-10p

REPORT ISSUED TO JIANGSU SPANL CO., LTD No.18 floor 14 Hengtian Plaza, Jiangyin City, Jiangsu Province, China. SECTION 1 SCOPE Intertek has conducted an evaluation for JIANGSU SPANL CO., LTD to determine the fire resistance characteristics of Insulated Metal Siding, specification of 370mm wide flat plate. This evaluation began on October 10, 2019 and was completed on November 08, 2019. The test was conducted on October 29, 2019. The test was conducted in accordance with CAN/ULC-S101-14, Standard Methods of Fire Endurance Tests of Building Construction and Materials, and ASTM E119-18ce1, Standard Test Methods for Fire Tests of Building Construction and Materials. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. SECTION 2 SUMMARY OF TEST RESULTS Wall System: Insulated Metal Siding CAN/ULC-S101 and ASTM E119 Test Results The assembly described and tested in this report met the Conditions of Acceptance when exposed to a fire-resistance rating of 60 minutes with a hose stream test. Construction summary of the full assembly is located in Section 4 of this test report. For INTERTEK B&C:

COMPLETED BY: Ivy Qiu REVIEWED BY: Harrison Li

TITLE:

Project Engineer – Building & Construction TITLE:

Asst. Technical Manager – Building & Construction

SIGNATURE:

SIGNATURE:

DATE: 2019-11-20 DATE: 2019-11-20

http://www.intertek.com/




TEST REPORT



SECTION 3 TEST METHOD The assembly was evaluated in accordance with the following:

CAN/ULC-S101-14, Standard Methods of Fire Endurance Tests of Building Construction and Materials

ASTM E119-18ce1, Standard Test Methods for Fire Tests of Building Construction and Materials

ASTM E2226-15b, Standard Practice for Application of Hose Stream

Test was conducted in accordance with the applicable requirement of CAN/ULC-S101-14, Standard Methods of Fire Endurance Tests of Building Construction and Materials, Section 8 Test of Non-Loadbearing Walls and Partitions, and ASTM E119-18ce1 Standard Test Methods for Fire Tests of Building Construction and Materials, Section 8.3 Tests of Non-Loadbearing Walls and Partitions. SECTION 4 MATERIAL SOURCE/INSTALLATION Test specimen was provided to Intertek directly by the client and was not independently selected for testing. Test specimen was received at the Evaluation Center on October 29, 2019. A description of component list of the test assembly is given in the table below. The description of the specimen is based on a survey of the specimen and information provided by the applicant. All values quoted below are nominal, unless tolerances are given.

Tested ASSEMBLY MATERIAL LIST

No. Item name Specification

1 Insulated Metal Siding 370mm wide x 16mm thick flat plate Filling material: Polyurethane foam

2 Side End Cap Non-equilateral U-shape steel: 55 x 25 x 22 x 1mm thick

3 Square steel tube Sectional size: 20 x 40 x 1.5mm thick Steel Type: Galvanized Steel

4 Fastening screw M14, Spacing 750mm between two adjacent screws

5 Aerated concrete masonry block

300 x 600 x 150mm, Density: 660 kg/m3





TEST REPORT



The test assembly was constructed by the sponsor. 10 × 10ft light weight aerated concrete masonry unit partition with fully mortared joints was prepared in advance, six (6) pieces of 3000mm long square steel tubes were evenly, vertically distributed on the concrete masonry unit and one(1) piece of 3050mm long square steel tube was horizontal laid at the bottom of those square steel tubes fixed by using M14 screws with a spacing of 750mm. The Side End Cap were applied to the bottom and two outside vertical sides square steel tubes. Then Insulated Metal Siding was fixed on the steel tub with M14 screws a spacing of 500mm. Eight (8) pieces of 370mm wide x 3000mm long x 16mm thick and one (1) piece of 90mm wide x 3000mm long x 16mm thick Insulated Metal Sidings were spliced using tongue and groove joints. The Side End Cap was capped directly on the top. The sample ID number assigned by the test lab is S191010010SHF.001. The drawings of the test sample and test wall construction can be found in Section 11 and 12 respectively. SECTION 5 EQUIPMENT List of calibrated instrumentation used for testing.

ITEM EQUIPMENT ID CALIBRATION DUE DATE

FURNACE PRESSURE GAUGE SH1097-15 2020-8-20

TEST CLOCK SH1042 2020-10-16

FURNACE THERMOCOUPLE SH1097-1~3 2020-2-12

UNEXPOSED THERMOCOUPLE SH1097-12 2020-2-12

STEEL RULER SH1163 2020-8-4

AMBIENT TEMPERATURE GUAGE SH1097-11 2020-2-13

SECTION 6 LIST OF OFFICIAL OBSERVERS

NAME COMPANY

Hua Qing JIANGSU SPANL CO., LTD

Ivy Qiu Intertek B&C





TEST REPORT



SECTION 7 TEST PROCEDURE The unsymmetrical test wall assembly was installed in a moveable restraint frame. The test assembly was moved in front of the furnace for the fire exposure, and away from the furnace for the hose stream test. The unsymmetrical test wall assembly was built into a concrete masonry unit partition with fully mortared joints. The side with Insulated Metal Sidings was mounted facing to the furnace chamber. The nominal dimensions of the test wall were 10ft high and 10ft wide. After positioning the specimen over the furnace opening, the burners were ignited, and the timer was started. Temperatures within the furnace were monitored using thermocouples and the data was recorded. The burners were controlled to keep the furnace temperatures within the allowable limits specified in the test standards. The neutral-pressure-plane was controlled by pressure transducers that adjust the opening of the exhaust damper. After 5 minutes, the furnace pressure was adjusted so that neutral-pressure-plane inside the furnace is established at 1016mm (40 inch) below the top of the test wall. The fire exposure tests were conducted under non-loadbearing conditions and were then submitted to the ASTM E2226 hose stream test under non-loadbearing conditions. After the 60-minute fire exposure tests a 30 psi water pressure hose stream was and applied for 62 seconds to the exposed surfaces per the requirements of ASTM E2226. Position for measurement of deflection and unexposed temperature was presented in the drawing of Section 8. The test measurement data and photographs were shown in Section 13 and 14 respectively. When the indicated resistance period is ½ h or over, determined by the average or maximum temperature rise on the unexposed or maximum temperature rise on the unexposed surface or within the test specimen, or by failure under load, a correction shall be applied for variation of the furnace exposure from that prescribed, where it will affect the classification, by multiplying the indicated period by two thirds of the difference in area between the curve of average furnace temperature and the standard curve for the first three fourths of the period and dividing the product by the area between the standard curve and a base line of 68°F for the same part of the indicated period, the latter area increased by 54°F*h (3240°F*min) to compensate for the thermal lag of the furnace thermocouples during the first part of the test. For fire exposure in the test higher than the standard, the indicated resistance period shall be increased by the amount of the correction and be similarly decreased for fire exposure below standard. The correction can be expressed by the following equation:

𝐶 =2𝐼(𝐴 − 𝐴𝑠)

3(𝐴𝑠 + 𝐿)





TEST REPORT



where: C=correction in the same units as I, I=indicated fire-resistance period, A=area under the curve of indicated average furnace temperature for the first three fourths of the indicated period, As=area under the standard furnace curve for the same part of the indicated period, and L=lag correction in the same units as A and AS (54°F*h or 30°C*h (3240°F*min or 1800°C*min)) SECTION 8 TEST SPECIMEN INSTRUMENTATION Nine 18-gauge, Type K thermocouples were covered by 6 in. by 6 in. by 0.4 in. thick dry felt pads and positioned on the unexposed surfaces of the specimens to measure heat transmission. Five of these were symmetrically disposed, one at approximately the center of the specimen and four at approximately the center of its quarter sections. The other four were to be located at the discretion of the testing body to obtain representative information on the performance of the construction under test.

UNEXPOSED SIDE POSITON FOR MEASUREMENT OF UNEXPOSED TEMPERATURE





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SECTION 9 TEST RESULTS

The test was initiated on October 29, 2019. Observations made during the test are listed below: Fire-resistance Test Observations:

Time All observations are from the unexposed face unless noted otherwise.

Mins Secs

00 00 Test started.

01 30 Smoke issued from the joints of bricks.

19 15 Stopped smoking.

34 12 No significant change.



60 15 Fire resistance test was discontinued.

Hose Stream Test Observations:

Time All observations are from the unexposed face unless noted otherwise.

Mins Secs

62 42 Hose stream test was started.

64 42 Hose stream test was discontinued. The unexposed side of test assembly was intact. No through holes or gaps developed that allowed a projection of water from the steam beyond the unexposed side.





TEST REPORT



Correction Factor for the Fire Endurance Test:

VARIABLE DESCRIPTION VALUE UNITS

C Correction Factor 0.0462 minutes

2.77 seconds

I Indicated FR Period 60 minutes

A Area under Indicated FR Period for first 3/4 of test period

32425 °C*min

As Area under Standard E119 Time vs. Temp. Curve for first 3/4 of test period

32385 °C*min

L Lag Correction 1800 °C*min

FR Period Fire-Resistance Period 60 minutes

Note: The standard specifies that the fire resistance shall be determined to the nearest integral minute. Consequently, if the correction factor is less than 30 seconds, and the test specimen met the criteria for the full indicated fire resistance period, no correction is deemed necessary. SECTION 10 CONCLUSION Intertek Building & Construction (B&C) was has conducted testing for JIANGSU SPANL CO., LTD on their Insulated Metal Siding, to evaluate its fire resistance. Testing was conducted in accordance with the applicable criteria and following the standard methods of CAN/ULC-S101-14 and ASTM E119-18ce1. Base on the result of this test, the Insulated Metal Siding described herein met the Conditions of Acceptance of CAN/ULC-S101-14 and ASTM E119-18ce1 when exposed to a fire-resistance rating of 60 minutes with a hose stream test.





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SECTION 11 TEST ASSEMBLY DRAWINGS

Dimension Drawing of Insulated Metal Siding, specification of 370mm wide flat plate





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Section Drawing of tested assembly





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SECTION 12 TEST WALL CONSTRUCTION DRAWING

UNEXPOSED SIDE





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SECTION 13 TEST DATA Temperature Data: Mean furnace temperature together with temperature-time relationship specified in the standard

Time Furnace Mean Temperature

Specified Furnace

Temperature

Area Above 20°C Base of Furnace

Average

Area Above 20°C Base of Std

Average Error

Mins (°C) (°C) (°C • min) (°C • min) %

0 22 20 0 0 0.00%

5 510 538 1197 1295 -7.56%

10 668 704 4200 4300 -2.32%

15 781 760 7740 7860 -1.53%

20 808 795 11556 11648 -0.79%

25 828 821 15545 15588 -0.27%

30 846 843 19634 19648 -0.07%

35 863 862 23800 23810 -0.04%

40 885 878 28060 28060 0.00%

45 897 892 32425 32385 0.12%

50 907 905 36835 36778 0.16%

55 915 916 41288 41230 0.14%

60 921 927 45777 45738 0.09%





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Graph for mean furnace temperature and temperature-time curve specified in the standard

0

50

100

150

200

250

300

350

400

450

500

550

600

650

700

750

800

850

900

950

1,000

0 5 10 15 20 25 30 35 40 45 50 55 60

Tem

per

atu

re (℃

)

Time( min.)

Average Furnace Temperature Required Furnace Temperature





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Unexposed surface temperatures:

Time T1 T2 T3 T4 T5 T6 T7 T8 T9 Mins (°C) (°C) (°C) (°C) (°C) (°C) (°C) (°C) (°C)

0.0 18 19 19 19 19 18 18 18 18

0.5 18 19 19 18 19 18 18 18 18

1.0 18 19 19 19 19 18 18 18 18

1.5 18 19 19 18 19 18 18 18 18

2.0 18 19 19 19 19 19 18 18 18

2.5 18 19 19 19 19 19 18 18 18

3.0 18 19 19 18 19 19 18 18 18

3.5 18 19 19 19 19 19 18 18 18

4.0 18 19 19 18 19 19 18 18 18

4.5 18 19 19 19 19 19 18 18 18

5.0 18 19 19 19 19 19 18 18 18

5.5 18 19 19 19 19 19 19 18 18

6.0 18 19 19 19 19 19 19 18 18

6.5 18 19 19 19 19 19 19 18 18

7.0 18 19 19 19 19 18 19 18 18

7.5 18 19 19 19 19 19 19 18 18

8.0 18 19 19 19 19 19 19 18 18

8.5 18 19 19 19 19 19 19 18 18

9.0 18 19 19 19 19 19 19 18 18

9.5 18 19 19 19 19 19 19 18 18

10.0 18 19 19 19 19 19 19 18 18

10.5 18 19 19 19 19 19 19 18 18

11.0 18 19 19 19 19 19 19 18 18

11.5 18 19 19 19 19 19 19 18 18

12.0 18 19 19 19 19 19 19 18 18

12.5 18 19 19 19 19 19 19 18 18

13.0 18 19 19 19 19 19 19 18 18

13.5 18 19 19 19 19 19 19 18 18

14.0 18 19 19 19 19 19 19 18 18

14.5 18 19 19 19 19 19 19 18 18

15.0 18 19 19 19 19 19 19 18 18

15.5 18 19 19 19 19 19 19 18 18

16.0 18 19 19 19 19 19 19 18 18

16.5 18 19 19 19 19 19 19 18 18

17.0 18 19 19 19 19 19 19 18 18

17.5 18 20 19 19 19 19 19 18 18

18.0 18 20 19 19 19 19 19 18 18





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18.5 19 20 19 19 19 19 19 18 18

19.0 19 20 19 19 19 19 19 18 18

19.5 18 20 19 19 19 19 19 18 18

20.0 18 20 19 19 19 19 19 18 18

20.5 18 20 19 19 19 19 19 18 18

21.0 19 20 19 19 19 19 19 18 18

21.5 18 20 19 19 19 19 19 18 18

22.0 18 20 19 19 19 19 19 18 18

22.5 19 20 19 19 19 19 19 18 18

23.0 19 21 19 19 19 19 19 18 18

23.5 19 21 19 19 19 19 19 18 18

24.0 19 21 19 19 19 19 19 18 18

24.5 19 22 19 19 19 19 19 18 18

25.0 19 22 19 19 19 19 19 18 18

25.5 19 23 19 19 19 19 19 18 18

26.0 19 24 19 19 19 19 19 18 18

26.5 19 25 19 19 19 19 19 18 18

27.0 19 27 19 19 19 19 19 18 18

27.5 19 28 19 19 19 19 19 18 18

28.0 19 29 19 19 19 19 19 18 18

28.5 19 31 19 19 19 19 19 18 18

29.0 19 32 19 19 19 19 19 18 18

29.5 19 34 19 19 19 19 19 18 18

30.0 19 36 19 19 19 19 19 18 18

30.5 19 38 19 19 19 19 19 18 18

31.0 19 39 19 19 19 19 19 18 18

31.5 19 41 19 19 19 19 19 18 18

32.0 19 43 19 19 19 19 19 18 18

32.5 19 45 19 19 19 19 19 18 18

33.0 19 46 19 19 19 19 19 18 19

33.5 19 48 19 19 19 19 19 18 19

34.0 19 49 19 19 19 19 19 18 19

34.5 19 51 19 19 19 19 19 18 19

35.0 19 52 19 19 19 19 19 18 19

35.5 19 54 19 19 19 19 19 18 19

36.0 19 55 19 19 19 19 19 18 19

36.5 19 56 19 19 19 19 19 18 19





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37.0 19 57 19 19 19 19 19 18 19

37.5 19 58 19 19 19 19 19 18 19

38.0 19 60 19 19 19 19 19 18 19

38.5 19 60 19 19 19 19 19 18 19

39.0 19 61 19 19 19 19 19 18 20

39.5 19 62 19 19 19 19 19 18 20

40.0 19 63 19 19 19 19 19 18 20

40.5 19 64 19 19 19 19 19 18 20

41.0 19 65 19 19 19 19 19 18 20

41.5 19 66 19 19 19 19 19 18 20

42.0 19 66 19 19 19 19 19 18 20

42.5 19 67 19 19 19 19 19 19 21

43.0 19 67 19 19 19 19 19 19 21

43.5 19 68 19 19 19 19 19 19 21

44.0 19 68 19 19 19 19 19 18 21

44.5 19 69 19 19 19 19 20 19 21

45.0 19 72 19 19 20 20 20 19 22

45.5 19 70 19 19 20 20 20 19 22

46.0 19 70 19 19 20 20 20 19 22

46.5 20 70 19 19 20 20 20 19 22

47.0 20 70 19 19 20 20 20 19 22

47.5 20 70 19 19 20 20 20 19 23

48.0 20 70 19 19 20 20 20 19 23

48.5 20 70 19 19 20 20 20 19 23

49.0 20 70 19 19 20 20 20 19 24

49.5 20 70 19 19 20 20 21 19 24

50.0 20 71 20 19 20 20 21 19 25

50.5 20 71 20 19 20 20 21 19 25

51.0 20 71 20 19 20 20 21 19 25

51.5 20 72 20 19 20 20 21 19 26

52.0 21 72 20 19 20 20 21 19 26

52.5 21 73 20 20 20 20 22 19 27

53.0 21 73 20 20 20 20 22 19 27

53.5 21 74 20 19 20 20 22 19 28

54.0 21 74 20 19 20 20 22 19 28

54.5 21 75 20 19 20 20 23 20 29

55.0 21 75 20 20 20 20 23 20 29





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55.5 21 76 20 20 20 20 23 20 30

56.0 22 76 20 20 20 20 24 20 30

56.5 22 77 20 19 21 20 24 20 31

57.0 22 77 21 20 21 21 24 20 31

57.5 22 77 21 20 21 21 24 20 32

58.0 22 78 21 20 21 21 25 20 33

58.5 23 78 21 20 21 21 25 20 33

59.0 23 79 21 20 21 21 26 20 34

59.5 23 79 21 20 21 21 26 21 35

60.0 23 79 21 20 21 21 27 21 35





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Time Mins

Mean temperature of

T1~T9(°C)

Maximum temperature of T1~T9(°C)

0.0 18 19

0.5 18 19

1.0 18 19

1.5 18 19

2.0 18 19

2.5 18 19

3.0 18 19

3.5 18 19

4.0 18 19

4.5 19 19

5.0 19 19

5.5 19 19

6.0 18 19

6.5 19 19

7.0 19 19

7.5 19 19

8.0 19 19

8.5 19 19

9.0 19 19

9.5 19 19

10.0 19 19

10.5 19 19

11.0 19 19

11.5 19 19

12.0 19 19

12.5 19 19

13.0 19 19

13.5 19 19

14.0 19 19

14.5 19 19

15.0 19 19

15.5 19 19

16.0 19 19

16.5 19 19

17.0 19 19

17.5 19 20

18.0 19 20





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Time Mins

Mean temperature of

T1~T9(°C)


18.5 19 20

19.0 19 20

19.5 19 20

20.0 19 20

20.5 19 20

21.0 19 20

21.5 19 20

22.0 19 20

22.5 19 20

23.0 19 21

23.5 19 21

24.0 19 21

24.5 19 22

25.0 19 22

25.5 19 23

26.0 19 24

26.5 19 25

27.0 20 27

27.5 20 28

28.0 20 29

28.5 20 31

29.0 20 32

29.5 20 34

30.0 21 36

30.5 21 38

31.0 21 39

31.5 21 41

32.0 22 43

32.5 22 45

33.0 22 46

33.5 22 48

34.0 22 49

34.5 22 51

35.0 23 52

35.5 23 54

36.0 23 55

36.5 23 56





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Time Mins

Mean temperature of

T1~T9(°C)


37.0 23 57

37.5 23 58

38.0 23 60

38.5 24 60

39.0 24 61

39.5 24 62

40.0 24 63

40.5 24 64

41.0 24 65

41.5 24 66

42.0 24 66

42.5 25 67

43.0 25 67

43.5 25 68

44.0 25 68

44.5 25 69

45.0 25 72

45.5 25 70

46.0 25 70

46.5 25 70

47.0 25 70

47.5 25 70

48.0 25 70

48.5 26 70

49.0 26 70

49.5 26 70

50.0 26 71

50.5 26 71

51.0 26 71

51.5 26 72

52.0 26 72

52.5 27 73

53.0 27 73

53.5 27 74

54.0 27 74

54.5 27 75

55.0 28 75





TEST REPORT




Time Mins

Mean temperature of

T1~T9(°C)


55.5 28 76

56.0 28 76

56.5 28 77

57.0 28 77

57.5 29 77

58.0 29 78

58.5 29 78

59.0 29 79

59.5 30 79

60.0 30 79





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Test Pressure:

-25

-20

-15

-10

-5

0

5

10

15

20

25

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60

Furn

ace

Pre

ssu

re (

Pa)

Time( min.)

P1: Pressure at 1000mm below the top of the test wall





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SECTION 14 PHOTOGRAPHS

Fig. 1 Exposed Side Prior to the Fire Test

Fig. 2 Unexposed Side Prior to the Fire Test





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Fig. 3 Unexposed Side after 30 Minutes

Fig. 4 Unexposed Side after 60 Minutes





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Fig. 5 Exposed Side after 60 Minutes

Fig. 6 Exposed Side during Hose Stream Test





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Fig. 7 Exposed Side after Hose Stream Test

Fig. 10 Unexposed Side after hose stream test





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SECTION 15 REVISION LOG

REVISION # DATE PAGES REVISION

0 2019-11-08 N/A Original Report Issue

1 2019-11-20 3 Updated the specification of Insulated Metal Siding


jiangsu spanl co., ltd test report

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