astm e119 test report - renco - deutschland

ASTM E119 TEST REPORT

Report No.: D7873.01-121-24 Test Dates: 6/2/2014 - 6/5/2014

Rendered to:

RENCO USA Miami, Florida

This report contains in its entirety: Cover Page: 1 page Report Body: 14 pages Graphical Data: 4 pages Numerical Data: 16 pages Photographs: 9 pages Drawings: 7 pages

Test Report No.: D7873.01-121-24 Report Date: 09/04/2014

Test Record Retention End Date: 09/04/2018 Page 1 of 14

1.0 Report Issued To: Renco USA 5959 Blue Lagoon

Miami, Florida 33126

2.0 Test Laboratory: Architectural Testing, Inc. 130 Derry Court York, Pennsylvania 17406-8405 717-764-7700 3.0 Test Method Information: The following sections are taken directly from ASTM E 119.

Introduction: The performance of walls, columns, floors, and other building members under fire-exposure conditions is an item of major importance in securing constructions that are safe, and that are not a menace to neighboring structures or to the public. Recognition of this is registered in the codes of many authorities, municipal and other. It is important to secure balance of the many units in a single building, and of buildings of like character and use in a community; and also to promote uniformity in requirements of various authorities throughout the country. To do this it is necessary that the fire-resistive properties of materials and assemblies be measured and specified according to a common standard expressed in terms that are applicable alike to a wide variety of materials, situations, and conditions of exposure. Such a standard is found in the test methods that follow. They prescribe a standard exposing fire of controlled extent and severity. Performance is defined as the period of resistance to standard exposure elapsing before the first critical point in behavior is observed. Results are reported in units in which field exposures can be judged an expressed. The test methods may be cited as the “Standard Fire Tests” and the performance of exposure shall be expressed as “2-h,” “6-h,” “1/2-h,” etc. When a factor of safety exceeding that inherent in the test conditions is desired, a proportional increase should be made in the specified time-classification period. Scope: 1.1 The test methods described in this fire-test-response standard are applicable to assemblies of masonry units and to composite assemblies of structural materials for buildings, including loadbearing and other walls and partitions, columns, girders, beams, slabs, and composite slab and beam assemblies for floors and roofs. They are also applicable to other assemblies and structural units that constitute permanent integral parts of a finished building. 1.2 It is the intent that classifications shall register comparative performance to specific fire-test conditions during the period of exposure and shall not be a construed as having determined suitability under other conditions or for use after fire exposure.

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1.3 This standard is used to measure and describe the response of materials, products, or assemblies to heat and flame under controlled conditions, but does not by itself incorporate all factors required for fire hazard or fire risk assessment of the materials, products or assemblies under actual fire conditions. 1.4 These test methods prescribed a standard fire exposure for comparing the test results of building construction assemblies. The results of these tests are one factor in assessing predicted fire performance of building construction and assemblies. Application of these test results to predict the performance of actual building construction requires the evaluation of test conditions. 1.5 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only. 1.6 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. 1.7 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes excluding those in tables and figures) shall not be considered as requirements of the standard. Significance and Use: 4.1 This test method is intended to evaluate the duration for which the types of building elements noted in 1.1 contain a fire, retain their structural integrity, or exhibit both properties during a predetermined test exposure. 4.2 The test exposes a test specimen to a standard fire controlled to achieve specified temperatures throughout a specified time period. When required, the fire exposure is followed by the application of a specified standard fire hose stream applied in accordance with Practice E2226. The test provides a relative measure of the fire-test-response of comparable building elements under these fire exposure conditions. The exposure is not representative of all fire conditions because conditions vary with changes in the amount, nature and distribution of fire loading, ventilation, compartment size and configuration, and heat sink characteristics of the compartment. Variation from the test conditions or test specimen construction, such as size, materials, methods of assembly, also affects the fire-test-response. For these reasons, evaluation of the variation is required for application of construction in the field. 4.3 The test standard provides for the following: 4.3.1 For walls, partitions, and floor or roof test specimens: 4.3.1.1 Measurement of the transmission of heat. 4.3.1.2 Measurement of the transmission of hot gases through the test specimen




4.3.1.3 For loadbearing elements, measurement of the load carrying ability of the test specimen during the test exposure 4.3.2 For individual loadbearing members such as beams and columns:

4.3.2.1 Measurement of the load carrying ability under test exposure with consideration for the end support conditions (that is, restrained or not restrained).

4.4 The test standard does not provide the following: 4.4.1 Information as to performance of test specimens constructed with components or

lengths other than those tested. 4.4.2 Evaluation of the degree by which the test specimen contributes to the fire hazard

by generation of smoke, toxic gases, or other products of combustion. 4.4.3 Measurement of the degree of control or limitation of the passage of smoke or

products of combustion through the test specimen. 4.4.4 Simulation of the fire behavior of joints between building elements such as floor-

wall or wall-wall, etc., connections. 4.4.5 Measurement of flame spread over the surface of test specimens 4.4.6 The effect on fire-resistance of conventional openings in the test specimen, that is,

electrical receptacle outlets, plumbing pipe, etc., unless specifically provided for in the construction tested. Control: 7.1 Fire-Resistance Test: 7.1.1 Time-Temperature Curve: 7.1.1.1 The furnace temperatures shall be controlled to follow the standard time-temperature curve shown below:




7.6 Hose Stream: 7.6.1 Where required by the condition of acceptance, a test shall be conducted to subject the test specimen described in 7.6.2 or 7.6.3 to the impact, erosion, and cooling effects of a hose stream. The hose stream shall be applied in accordance with E2226. Correction Factor: 9.4 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)

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, 54°F*h (3240°F*min)

4.0 Project Summary:

4.1 Product Type: Loadbearing Wall Systems

4.2 Compliance Statement: Results obtained are tested values and were secured by using the designated test method(s). The specimen(s) were tested and evaluated against the requirements of the standard. A summary of the results is listed in the Test Results section and the complete graphical test data is included in Appendix A of this report.

4.3 Test Date: 6/2/2014 - 6/5/2014




4.0 Project Summary:

4.4 Ambient Conditions:

System Date Temperature Humidity

Assembly #1 6/2/2014 70ºF 49% R.H.

Assembly #2 6/3/2014 76ºF 62% R.H.

Assembly #3 6/4/2014 73ºF 69% R.H.

Assembly #4 6/5/2014 69ºF 74% R.H.

4.5 Test Location: Architectural Testing, Inc., test facility in York, Pennsylvania.

4.6 Test Sample Source: The wall components of test specimens 2, 3, and 4 were provided by the client except for the sheathing components that were acquired and assembled by Architectural Testing, Inc. personnel under the approval of the client referenced herein. Test material supplied by Renco was independently sampled by QCC on May 6, 2014. The entirety of the first assembly was procured and installed by Architectural Testing, Inc. personnel under the approval of the client referenced herein.

4.7 Test Method(s), Practices and/or Classifications:

4.7.1 ASTM E119-08a, Standard Test Methods for Fire Tests of Building Construction and Materials

4.7.2 ASTM E2226-12, Standard Practice for Application of Hose Stream

4.8 List of Official Observers:

Name Company Ken Smuts Renco USA Lynn-de Williams Renco USA Ted DeVit DeVit Consulting Art Parker Hughes Associates, Inc. Matthew Freeborn Architectural Testing, Inc. Ethan Grove Architectural Testing, Inc. Scott Gingrich Architectural Testing, Inc.




5.0 Test Specimen Description: Test Assembly #1: Exposed Cladding:

½ inch National Gypsum FireGuard X gypsum board was placed vertically on the completed core wall and fastened to each stud using #6 x 1-1/4 inch long type W drywall screws spaced every 8 inches on the perimeter and every 12 inches in the field of each piece of gypsum. Core Wall:

The core wall consisted of nominal 2 inch x 4 inch Structural Select Douglas Fir wood vertical studs spaced every 16 inches on center. Two nominal 2 inch x 4 inch Structural Select Douglas Fir were utilized as assembly headers and one nominal 2 inch x 4 inch Structural Select Douglas Fir section for the assembly sill. The assembly sill and header sections were fastened to each stud with two 16d bright framing nails per stud, per end. The framing nails were centered on the axis of each stud and each nail was located 3/4 inches in from the edge of the header and sill pieces. The top header member was fastened to the other header member with 16d bright framing nails every 16 inches on center. Nominal 2 inch x 4 inch Structural Select Douglas Fir wood sections were placed in each stud cavity for bracing and were nailed to each stud with two 16d bright framing nails. The centerline of each section of bracing was offset from the horizontal centerline 1-1/2 inches. Assembly Insulation:

Certainteed CertaPRO kraft faced R-11 fiberglass insulation was placed into each stud cavity. The kraft paper was stapled to each stud with T-50 staples nominally spaced every 12 inches. Unexposed Sheathing:

1/2 inch Oriented Strand Board (OSB) was placed vertically over the full surface of the assembly. The vertical pieces of OSB had a 24 inch offset from the pieces to the left and right. Each piece was fastened to each stud with 6d bright common nails with a nominal spacing of 8 inches in the perimeter of each piece and 12 inches in the field of each piece.




5.0 Test Specimen Description: (Continued)

Test Assembly #2 Exposed and Unexposed Cladding:

1/2 inch thick National Gypsum FireGuard X gypsum board was placed vertically on wall and fastened to the composite blocks using #6 x 1-1/4 inch long type W drywall screws. Drywall screws located on the exposed and unexposed cladding were spaced 5 mm from each factory run edge of the gypsum board were spaced 20 mm apart. Fasteners located on the sill and header edges of the gypsum board were located 2 mm from the header and sill edges. Each vertical row of fasteners on each gypsum sheet was spaced 25 mm. Upon completion of the exposed and unexposed cladding, the fasteners and vertical joints were covered with USG Sheetrock 90-minute joint compound. The vertical joints were taped with USG sheetrock joint tape and then covered with an additional layer of joint compound. Loadbearing Component:

The first row of the loadbearing component of the assembly was a full row of starter Renco Composite Modular blocks. After the starter course was laid, Isogrip 3030D adhesive was brushed on to the outside surfaces of every other vertical protrusion. The next layer was forced on to the starter layer before the adhesive dried. Each consecutive row followed the same installation as previously described.




5.0 Test Specimen Description: (Continued) Test Assemblies #3 and #4 Exposed and Unexposed Cladding:

5/8 inch thick National Gypsum FireGuard X gypsum board was placed vertically on the wall and fastened to the composite block using #6 x 1-1/4 inch long type W drywall screws. Drywall screws located on the exposed and unexposed cladding were spaced 5 mm from each factory run edge of the gypsum board were spaced 20 mm apart. Fasteners located on the sill and header edges of the gypsum board were located 2 mm from the header and sill edges. Each vertical row of fasteners on each gypsum sheet was spaced 25 mm. Upon completion of the exposed and unexposed cladding, the fasteners and vertical joints were covered with USG Sheetrock 90-minute joint compound. The vertical joints were taped with USG sheetrock joint tape and then covered with an additional layer of joint compound. Loadbearing Component:

The first row of the loadbearing component of the assembly was a full row of starter Renco Composite Modular blocks. After the starter course was laid, Isogrip 3030D adhesive was brushed on to the outside surfaces of every other vertical protrusion. The next layer was forced on to the starter layer before the adhesive dried. Each consecutive row followed the same installation as previously described.




6.0 Test Details:

6.1 Equipment: Furnace used for testing has an exposure space of 14 ft. wide by 12 ft. tall by 4 ft. deep. The furnace is equipped with six burners capable of producing 1.5 MBtu/hr of energy each. Three burners are positioned on each side wall of the furnace to allow for an even distribution of heat flux across the surface area of the test specimen. The exposed area of the furnace is reduced to 10 ft. by 10 ft. by utilizing a frame consisting of steel and concrete with the exposed surface protected by fiber ceramic blankets. The temperature inside the furnace is controlled by adjusting the blower speed of the air provided to the burners. This temperature is determined by the average of the nine thermocouples symmetrically placed behind the assembly. Neutral-pressure-plane is controlled by two pressure transducers that adjust the opening of the damper.

6.2 Loading Procedure: Four RC-1025 ENERPAC single acting actuators were spaced evenly below a reinforced steel free floating beam that held the test specimen and framing blocks. Specimen was centered on this beam to allow concentric loading. Sides of the assembly were held in place with set screws and lumber to allow for in-plane loading only but did not constrain the sides. The hydraulic lines of the actuators were attached to a manifold system and that created pressure by a hydraulic pump. When activated, the actuators lifted the free floating beam so the test specimen was bearing on the top of the frame. Specimen was loaded to the values outlined in the Test Observation Section 15 minutes prior to the start of the test and load was maintained until specified.

6.3 Test Procedure: Specimens described in Section 5.0 were built inside of a 10 ft. by 10 ft. steel frame test fixture with the inside perimeter lined with solid concrete blocks. Ten 20 gauge, Type K thermocouples covered by 6 in. by 6 in. by 0.4 in. thick dry felt pads and positioned on the unexposed surface of the specimen to measure heat transmission. See Drawing No. 1 in Appendix D to see placement of thermocouples. Design load was applied 15 minutes prior to the start of the ASTM E119 fire exposure test and maintained until failure or after the ASTM E2226 hose stream test. After the 60 minute fire exposure test, a 30 psi water pressure was and applied for 1 minute to the exposed surface per the requirements of E2226.




6.0 Test Details: (Continued) 6.4 Test Observations:

Test Assembly #1:

Time (min:sec) Observations

Prior to Test

20,320 lb. load applied to the system.

(Value is 78% of Allowable DL for Structural Select Douglas Fir 2x4 Lumber per the 2012 National Design Specification® (NDS) for Wood Construction.)

02:25 Ignition of the exposed gypsum. 10:10 Joint compound fallout. 12:22 Ignition observed at exposed surface vertical joint. 32:00 Exposed gypsum fallout. 34:20 TC’s 3 and 10 pads delaminated from the unexposed surface. 35:10 TC 8 pad delaminated from the unexposed surface. 37:00 Vapor from nail located between TC’s 9 and 6. 38:40 Glowing evident on unexposed surface. 39:00 Flaming evident on the unexposed surface. Failure: test concluded.

Test Assembly #2:


Prior to Test 21,157 lb. load applied to system. 02:28 Ignition of interior gypsum. 15:45 Exposed gyp warping at exposed joints. 22:45 Flaming from exposed gypsum vertical joint. 32:00 Exposed gypsum fallout. 60:00 Fire exposure test concluded.

Hose Stream Test passed with no protrusions from the hose stream.




6.0 Test Details: (Continued)

6.2 Test Observations: Test Assembly #3:

Time

(min:sec) Observations

Prior to Test 66,037 lb. load applied to system. 02:22 Ignition of the exposed gypsum. 08:00 Evidence of exposed joint compound fallout. 28:00 Ignition at exposed gypsum vertical joint. 54:00 Top course starting to yield in compression. 54:43 Compression failure at top course.

Test Assembly #4


Prior to Test 53,461 lb. load applied to system. 02:33 Ignition of exposed gypsum. 12:30 Evidence of joint compound fallout. 27:45 Ignition at exposed gypsum vertical joint. 60:00 Fire exposure test concluded.

Hose Stream Test passed with no protrusions from the hose stream.




7.0 Test Results:

Test Assembly #1

Variable Description Test Value C Correction Factor +2 seconds I Indicated FR Period 39 minutes

A Area under Indicated FR Period for first ¾ of test period 1551°F*min

As Area under Standard E119 Time vs. Temp. Curve for first ¾ of test period 1546°F*min

L Lag Correction 3240 °F*min FR Period Fire-Resistance Period 39 Minutes

Test Assembly #2

Variable Description Test Value C Correction Factor -1 seconds I Indicated FR Period 60 minutes




Test Assembly #3

Variable Description Test Value C Correction Factor -4 seconds I Indicated FR Period 56 minutes




Test Assembly #4

Variable Description Test Value C Correction Factor +8 seconds I Indicated FR Period 60 minutes







6.3 Test Conclusion:

The assemblies described in tests 2 and 4 in this test report met the conditions of acceptance of ASTM E 119 when exposed to a fire endurance rating of 60 minutes and the hose stream procedures outlined in ASTM E 2226. Architectural Testing will service this report for the entire test record retention period. The service life of this report will expire on the stated Test Record Retention End Date, at which time such materials as drawings, data sheets, samples of test specimens, copies of this report, and any other pertinent project documentation, shall be discarded without notice. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimen(s) tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, Inc. __________________________________ ____________________________________ Ethan Grove Matthew Freeborn Senior Technician – Fire Testing Manager – Fire Testing EJG:ddr Attachments (pages): This report is complete only when all attachments listed are included. Appendix A: Graphical Data (4) Appendix B: Numerical Data (16) Appendix C: Photographs (9) Appendix D: Drawings (7) This report produced from controlled document template ATI 00662, issued 02/12/13.




Revision Log

Rev. # Date Page(s) Revision(s)

0 09/04/2014 N/A Original Report Issue



Test Record Retention End Date: 09/04/2018

Appendix A

Graphical Data




Graph No. 1

Test Assembly #1 Interior Furnace Temperatures

Graph No. 2

Test Assembly #1 Sample Temperatures

0

200

400

600

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0 10 20 30 40

Temp. (°F)

Time (minutes)

Std.Exposure Curve

ActualTestCurve

0.0

50.0

100.0

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250.0

300.0

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400.0

450.0

0 10 20 30 40

Temp. (°F)

Time (minutes)

Sample Ave

Sample TC 1

Sample TC 2

Sample TC 3

Sample TC 4

Sample TC 5

Sample TC 6

Sample TC 7

Sample TC 8

Sample TC 9

Average TC Limit

Single TC Limit

Sample TC 10




Graph No. 3


Graph No. 4


0

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0 10 20 30 40 50 60

Temp. (°F)

Time (minutes)

Std.Exposure CurveActualTestCurve

0.0

50.0

100.0

150.0

200.0

250.0

300.0

350.0

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450.0

0 10 20 30 40 50 60

Temp. (°F)

Time (minutes)

Sample Ave

Sample TC 1

Sample TC 2

Sample TC 3

Sample TC 4

Sample TC 5

Sample TC 6

Sample TC 7

Sample TC 8




Graph No. 5


Graph No. 6


0

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0 20 40 60 80

Temp. (°F)

Time (minutes)

Std.ExposureCurve

ActualTestCurve

0.0

50.0

100.0

150.0

200.0

250.0

300.0

350.0

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450.0

0 10 20 30 40 50 60

Temp. (°F)

Time (minutes)

Sample Ave

Sample TC 1

Sample TC 2

Sample TC 3

Sample TC 4

Sample TC 5

Sample TC 6

Sample TC 7

Sample TC 8

Sample TC 9

Average TCLimitSingle TCLimit




Graph No. 7


Graph No. 8


0

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0 10 20 30 40 50 60

Temp. (°F)

Time (minutes)

Std.Exposure CurveActualTestCurve

0.0

50.0

100.0

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0 20 40 60

Temp. (°F)

Time (minutes)

Sample Ave

Sample TC 1

Sample TC 2

Sample TC 3

Sample TC 4

Sample TC 5

Sample TC 6

Sample TC 7

Sample TC 8

Sample TC 9

Average TC Limit

Single TC Limit

Sample TC 10




Appendix B

Numerical Data




Time (Min)

Ave. Temp Furnace

0 71 1 141 2 267 3 537 4 872 5 1044 6 1118 7 1126 8 1217 9 1279

10 1326 11 1327 12 1361 13 1392 14 1393 15 1370 16 1426 17 1427 18 1453 19 1443 20 1477 21 1473 22 1492 23 1496 24 1507 25 1510 26 1524 27 1532 28 1536 29 1550 30 1551 31 1571 32 1567 33 1577 34 1585 35 1609 36 1604 37 1590 38 1586




Time (Min)

Ave. Temp Furnace

39 1620

Table No. 1 Test Assembly #1 Ave. Furnace Temp. (°F)




Time (Min)

TC Ave. TC 1 TC 2 TC 3 TC 4 TC 5 TC 6 TC 7 TC 8 TC 9 TC 10

0 72.3 72.9 73.1 73.4 71.6 72.2 71.5 71.2 72.0 72.2 72.7 1 72.3 73.0 73.1 73.4 71.6 72.2 71.5 71.2 72.0 72.2 72.8 2 72.3 73.0 73.1 73.4 71.6 72.2 71.5 71.3 72.0 72.2 72.8 3 72.3 73.0 73.1 73.4 71.6 72.3 71.5 71.3 72.0 72.2 72.8 4 72.5 73.2 73.3 73.5 71.7 72.6 72.3 71.3 72.1 72.2 72.8 5 73.9 75.8 75.2 73.5 73.2 75.4 76.7 72.1 72.2 72.3 72.9 6 77.6 82.6 80.6 73.7 76.8 81.1 84.6 77.7 73.1 72.4 73.2 7 82.7 91.1 88.3 74.0 81.9 87.9 93.4 86.8 77.1 72.7 73.7 8 88.5 99.6 96.8 74.6 87.7 94.8 102.0 96.6 84.5 73.3 74.6 9 94.2 107.3 104.9 75.4 93.8 101.9 109.8 105.8 93.3 74.1 75.7

10 99.6 114.1 112.0 76.5 99.9 108.8 116.7 113.9 101.7 75.1 76.9 11 104.4 120.1 118.2 77.9 105.8 115.2 122.8 120.8 109.1 76.1 78.3 12 108.7 125.1 123.2 79.7 111.3 120.9 128.0 126.7 115.2 77.2 79.6 13 112.3 129.2 127.1 81.8 116.3 125.6 132.3 131.4 119.9 78.3 81.0 14 115.4 132.4 130.2 84.3 120.6 129.5 135.7 135.0 123.4 79.7 82.7 15 117.9 134.8 132.5 86.8 124.1 132.3 138.2 137.4 126.3 81.7 85.1 16 120.4 136.6 134.6 89.6 127.0 134.3 139.8 139.3 129.0 84.8 88.6 17 122.9 138.0 136.7 93.2 129.5 136.0 140.8 141.1 131.9 88.7 93.4 18 125.7 139.4 138.8 97.1 131.7 137.7 141.3 142.9 135.1 93.5 99.2 19 128.8 141.0 141.1 102.2 133.8 139.6 141.6 145.1 138.6 99.1 105.7 20 132.1 142.7 143.6 107.3 135.8 141.8 141.8 147.3 142.4 105.3 112.7 21 135.7 144.6 146.4 112.8 137.8 144.1 142.1 149.8 146.7 112.3 120.0 22 139.3 146.5 149.3 117.8 139.8 146.5 142.6 152.3 151.3 119.5 127.6 23 143.3 148.4 152.3 124.1 141.8 148.9 143.2 155.0 156.5 127.1 135.4 24 147.2 150.3 155.6 128.9 143.8 151.3 144.1 157.7 162.1 134.9 143.6 25 151.6 152.3 159.1 136.1 145.8 153.6 145.1 160.4 168.4 142.9 152.3 26 156.2 154.1 162.8 143.2 147.9 155.8 146.4 163.3 175.1 151.2 161.7 27 161.0 155.9 166.9 151.3 149.9 157.7 147.8 166.2 182.1 159.6 172.1 28 166.0 157.7 171.5 159.2 151.9 159.5 149.5 169.1 189.6 168.2 184.1 29 171.2 159.4 176.7 166.7 153.9 161.2 151.3 172.3 197.2 177.1 195.9 30 176.0 161.1 182.5 174.1 155.8 162.8 153.4 175.5 204.0 186.1 205.0 31 180.1 162.8 189.2 176.1 157.8 164.4 155.8 179.0 209.7 195.8 210.2 32 184.2 164.5 195.2 180.7 159.9 165.8 158.5 182.9 214.5 206.7 213.7 33 188.0 166.2 199.8 184.4 161.9 167.4 162.2 187.2 219.0 214.9 216.8 34 188.2 167.9 203.6 155.0 164.0 169.0 168.1 191.7 223.9 219.4 219.5 35 193.3 170.0 205.9 -- 166.2 170.6 185.3 196.7 228.5 223.5 -- 36 192.3 171.9 208.0 -- 168.7 172.4 202.2 203.2 183.0 229.0 -- 37 196.6 173.8 216.2 -- 171.8 174.6 211.3 209.6 179.3 236.0 --




Time (Min)


38 202.1 175.8 222.5 -- 176.1 177.2 216.8 214.4 190.4 243.9 -- 39 192.7 178.0 235.2 -- 181.5 179.9 231.9 218.9 123.4 -- --

Max. Value 202.1 178.0 235.2 184.4 181.5 179.9 231.9 218.9 228.5 243.9 219.5 Max. Allowed 322.3 397.9 398.1 398.4 396.6 397.2 396.5 396.2 397.0 397.2 397.7

Table No. 2 Test Assembly #1 Unexposed Face Surface Temperatures (°F)




Time (Min)

Ave. Temp Furnace

0 75 1 135 2 266 3 534 4 886 5 1064 6 1122 7 1138 8 1208 9 1282

10 1326 11 1326 12 1353 13 1371 14 1389 15 1411 16 1418 17 1432 18 1443 19 1456 20 1469 21 1478 22 1486 23 1498 24 1505 25 1517 26 1523 27 1532 28 1540 29 1548 30 1558 31 1569 32 1580 33 1580 34 1585 35 1590 36 1599 37 1605 38 1592




Time (Min)

Ave. Temp Furnace

39 1647 40 1639 41 1628 42 1631 43 1633 44 1643 45 1668 46 1656 47 1665 48 1685 49 1700 50 1709 51 1714 52 1719 53 1734 54 1736 55 1736 56 1737 57 1737 58 1739 59 1743 60 1745





Time (Min)


0 76.2 77.1 77.5 76.9 75.9 76.6 75.8 75.0 76.2 74.2 76.6 1 76.2 77.2 77.5 77.0 76.0 76.6 75.9 75.0 76.3 74.3 76.6 2 76.3 77.2 77.5 77.0 76.0 76.7 75.9 75.1 76.3 74.3 76.6 3 76.3 77.3 77.5 77.0 76.0 76.7 76.0 75.1 76.3 74.3 76.6 4 76.3 77.3 77.5 77.1 76.1 76.7 76.0 75.1 76.3 74.3 76.7 5 76.3 77.3 77.5 77.1 76.1 76.8 75.9 75.2 76.4 74.4 76.7 6 76.4 77.3 77.6 77.1 76.1 76.8 76.0 75.2 76.4 74.3 76.7 7 76.4 77.3 77.6 77.1 76.1 76.8 75.9 75.2 76.4 74.4 76.7 8 76.4 77.4 77.6 77.1 76.1 76.8 76.0 75.2 76.3 74.3 76.8 9 76.4 77.4 77.6 77.1 76.2 76.8 76.0 75.2 76.4 74.4 76.8

10 76.4 77.5 77.6 77.1 76.2 76.9 76.0 75.3 76.4 74.5 76.9 11 76.5 77.5 77.7 77.2 76.3 76.9 76.0 75.3 76.4 74.5 76.9 12 76.6 77.6 77.8 77.2 76.4 77.0 76.1 75.4 76.5 74.6 77.0 13 76.7 77.7 77.9 77.3 76.5 77.1 76.2 75.5 76.6 74.7 77.1 14 76.8 77.8 78.0 77.4 76.6 77.2 76.3 75.6 76.7 74.8 77.1 15 76.9 77.9 78.2 77.5 76.7 77.4 76.4 75.6 76.8 74.9 77.3 16 77.0 78.0 78.3 77.6 76.8 77.5 76.5 75.7 76.9 75.1 77.4 17 77.2 78.2 78.5 77.7 77.0 77.7 76.6 75.9 77.1 75.2 77.6 18 77.3 78.3 78.7 77.8 77.1 77.9 76.8 76.0 77.3 75.5 77.7 19 77.5 78.4 78.9 78.0 77.3 78.1 76.9 76.1 77.5 75.7 77.9 20 77.7 78.6 79.2 78.2 77.5 78.4 77.1 76.3 77.8 75.9 78.2 21 78.0 78.8 79.5 78.4 77.8 78.7 77.3 76.6 78.1 76.3 78.5 22 78.3 79.0 79.8 78.6 78.3 79.1 77.6 76.9 78.4 76.6 78.9 23 78.7 79.2 80.3 78.9 78.6 79.5 77.9 77.1 78.8 77.1 79.3 24 79.1 79.5 80.7 79.2 79.0 80.0 78.2 77.4 79.3 77.6 79.7 25 79.5 79.8 81.3 79.6 79.4 80.5 78.6 77.7 79.9 78.1 80.2 26 80.0 80.2 81.9 80.1 79.9 81.1 79.0 78.1 80.5 78.7 80.7 27 80.6 80.7 82.7 80.7 80.3 81.8 79.6 78.4 81.3 79.5 81.4 28 81.4 81.2 83.6 81.3 80.9 82.6 80.2 78.9 82.2 80.6 82.1 29 82.2 81.8 84.7 82.1 81.5 83.5 80.9 79.3 83.1 82.2 82.8 30 83.2 82.5 85.9 83.2 82.2 84.5 81.7 79.9 84.2 84.5 83.8 31 84.5 83.4 87.3 84.5 83.1 85.6 82.7 80.5 85.5 87.7 84.9 32 86.0 84.5 88.7 86.1 84.3 86.9 84.0 81.0 86.8 91.6 86.3 33 87.8 85.8 90.3 88.0 86.1 88.2 85.8 81.7 88.3 95.9 88.1 34 90.0 87.7 92.1 90.4 88.3 89.6 87.9 82.5 90.0 100.9 90.3 35 92.3 89.9 94.0 93.0 90.7 91.2 90.3 83.5 91.8 106.2 92.6 36 94.8 92.4 96.0 95.8 93.0 92.8 92.9 84.6 93.8 111.2 95.1 37 97.3 95.1 98.2 98.7 95.3 94.6 95.6 85.9 95.9 115.6 97.6




Time (Min)


38 99.7 97.8 100.6 101.8 97.7 96.3 98.3 87.4 98.1 119.0 100.1 39 102.2 100.5 103.1 104.8 100.1 98.2 101.1 89.3 100.3 121.6 102.8 40 104.7 103.1 105.9 107.8 102.6 100.1 103.9 91.4 102.6 123.7 105.6 41 107.3 105.6 109.1 110.8 105.3 102.2 106.8 93.9 105.1 125.1 108.9 42 109.9 108.1 112.6 113.7 108.0 104.4 109.8 96.6 107.8 126.3 112.1 43 112.6 110.6 116.0 116.5 110.5 106.6 112.7 99.5 110.3 128.4 114.8 44 115.3 113.1 119.3 119.4 113.0 108.7 115.9 102.6 112.7 131.0 117.2 45 117.9 115.5 122.4 122.3 115.7 110.9 119.6 105.6 115.1 132.5 119.5 46 120.3 117.9 125.0 125.1 118.4 113.1 123.1 108.5 117.2 133.2 121.8 47 122.6 120.3 127.3 127.9 121.2 115.4 126.2 111.1 119.1 133.4 124.1 48 125.0 122.7 129.5 131.3 123.6 118.0 129.0 114.0 121.0 133.8 126.6 49 127.1 125.0 131.6 133.8 125.7 120.5 131.4 116.7 123.0 134.5 129.1 50 129.3 127.2 133.7 135.5 127.2 123.2 133.5 119.8 125.3 135.3 131.8 51 131.5 129.5 135.8 137.1 128.4 125.8 135.4 123.2 128.5 136.4 134.5 52 133.8 131.7 137.7 139.1 129.4 128.5 137.2 127.0 131.5 138.1 137.6 53 136.4 134.4 139.3 141.2 132.0 130.8 139.0 131.0 134.0 140.4 141.5 54 138.9 137.7 140.9 143.4 134.5 132.9 140.8 135.1 136.2 143.2 144.6 55 141.4 140.3 142.7 145.7 136.3 134.8 142.8 139.2 138.8 145.8 147.5 56 143.7 142.2 144.1 147.9 138.0 136.8 145.0 142.9 141.0 148.2 150.8 57 146.2 144.0 145.7 150.2 140.0 138.9 147.3 146.2 144.1 150.8 154.5 58 148.6 145.6 147.9 152.4 141.8 141.2 149.5 148.5 146.6 153.9 158.4 59 150.7 147.2 149.9 154.4 143.3 143.5 151.6 150.0 148.2 156.5 162.5 60 151.7 148.0 150.8 155.4 144.0 144.7 152.6 150.5 148.9 157.5 164.7






Time (Min)

Ave. Temp Furnace

0 75 1 129 2 377 3 728 4 859 5 964 6 1115 7 1116 8 1160 9 1254

10 1317 11 1339 12 1335 13 1373 14 1382 15 1406 16 1418 17 1428 18 1438 19 1455 20 1466 21 1476 22 1485 23 1495 24 1503 25 1514 26 1522 27 1529 28 1538 29 1544 30 1555 31 1560 32 1567 33 1574 34 1580 35 1588 36 1593 37 1600 38 1604




Time (Min)

Ave. Temp Furnace

39 1611 40 1617 41 1622 42 1627 43 1633 44 1630 45 1636 46 1670 47 1684 48 1690 49 1683 50 1684 51 1691 52 1696 53 1702 54 1696 55 1690 56 1694





Time (Min)


0 74.6 75.0 75.6 75.4 74.2 74.9 73.7 73.6 74.5 74.5 75.0 1 74.7 75.1 75.6 75.4 74.2 75.0 73.7 73.6 74.5 74.5 75.0 2 74.7 75.1 75.6 75.4 74.2 74.9 73.6 73.6 74.5 74.5 75.1 3 74.7 75.1 75.6 75.4 74.2 75.0 73.7 73.6 74.6 74.5 75.1 4 74.7 75.1 75.6 75.4 74.2 75.0 73.7 73.6 74.6 74.6 75.1 5 74.7 75.1 75.6 75.4 74.2 75.0 73.7 73.7 74.6 74.6 75.1 6 74.7 75.1 75.6 75.4 74.3 75.0 73.7 73.7 74.6 74.6 75.2 7 74.7 75.1 75.6 75.4 74.3 75.0 73.7 73.7 74.6 74.6 75.2 8 74.7 75.1 75.6 75.4 74.3 75.0 73.7 73.7 74.6 74.6 75.3 9 74.7 75.1 75.6 75.4 74.3 75.0 73.7 73.7 74.6 74.6 75.3

10 74.8 75.2 75.7 75.5 74.3 75.1 73.7 73.8 74.6 74.6 75.4 11 74.8 75.2 75.7 75.5 74.3 75.1 73.7 73.7 74.6 74.7 75.5 12 74.8 75.2 75.7 75.5 74.3 75.1 73.8 73.8 74.7 74.7 75.6 13 74.9 75.2 75.8 75.6 74.4 75.2 73.8 73.8 74.7 74.7 75.7 14 75.0 75.3 75.9 75.6 74.4 75.2 73.9 73.9 74.8 74.8 75.8 15 75.0 75.3 75.9 75.7 74.5 75.3 73.9 73.9 74.8 74.8 75.8 16 75.1 75.4 76.0 75.8 74.5 75.3 74.0 74.0 74.9 74.9 75.9 17 75.1 75.5 76.1 75.8 74.6 75.4 74.1 74.0 74.9 75.0 76.0 18 75.2 75.6 76.2 76.0 74.6 75.5 74.2 74.1 75.0 75.0 76.1 19 75.3 75.7 76.3 76.1 74.7 75.6 74.3 74.1 75.1 75.2 76.3 20 75.5 75.8 76.5 76.2 74.8 75.7 74.4 74.3 75.2 75.2 76.4 21 75.6 75.9 76.6 76.3 74.9 75.8 74.5 74.4 75.4 75.3 76.5 22 75.7 76.1 76.8 76.5 75.1 76.0 74.6 74.5 75.5 75.5 76.6 23 75.9 76.3 77.0 76.7 75.2 76.2 74.8 74.6 75.7 75.7 76.6 24 76.0 76.5 77.2 76.8 75.4 76.3 74.9 74.7 75.8 75.7 76.7 25 76.2 76.7 77.5 77.0 75.5 76.5 75.1 74.9 76.0 75.9 76.9 26 76.4 76.9 77.7 77.3 75.7 76.7 75.2 75.0 76.2 76.0 77.0 27 76.6 77.2 78.0 77.5 75.9 77.0 75.5 75.2 76.4 76.3 77.1 28 76.8 77.4 78.2 77.8 76.1 77.2 75.7 75.4 76.6 76.4 77.3 29 77.1 77.7 78.6 78.1 76.4 77.5 76.0 75.6 76.8 76.6 77.3 30 77.3 78.0 78.9 78.4 76.7 77.8 76.2 75.8 77.1 76.9 77.6 31 77.6 78.3 79.3 78.7 77.0 78.2 76.6 76.1 77.4 77.1 77.6 32 77.9 78.7 79.7 79.1 77.3 78.5 76.9 76.3 77.7 77.4 77.7 33 78.3 79.1 80.2 79.6 77.6 78.9 77.4 76.6 78.1 77.8 77.8 34 78.7 79.5 80.7 80.0 78.0 79.4 77.8 76.9 78.5 78.1 78.0 35 79.1 80.0 81.2 80.6 78.4 79.9 78.4 77.2 78.9 78.5 78.1 36 79.6 80.5 81.9 81.2 78.9 80.5 79.1 77.6 79.4 78.9 78.3 37 80.2 81.1 82.6 82.0 79.4 81.1 79.9 78.0 80.0 79.5 78.5




Time (Min)


38 80.9 81.7 83.4 82.9 80.0 81.8 80.9 78.4 80.6 80.5 78.7 39 81.7 82.4 84.3 84.1 80.6 82.7 82.1 79.0 81.3 81.6 79.1 40 82.6 83.3 85.4 85.5 81.4 83.6 83.3 79.6 82.0 83.0 79.2 41 83.7 84.3 86.6 87.2 82.2 84.7 84.6 80.5 82.9 84.6 79.5 42 84.9 85.4 87.9 88.9 83.2 85.9 86.0 81.5 83.9 86.4 79.6 43 86.2 86.7 89.3 90.8 84.3 87.3 87.4 82.6 85.0 88.4 79.9 44 87.6 88.1 90.9 92.7 85.6 88.8 89.1 84.0 86.1 90.5 80.4 45 89.2 89.5 92.6 94.8 87.0 90.5 91.0 85.5 87.4 92.6 80.9 46 90.9 91.2 94.6 97.0 88.5 92.4 93.2 87.2 88.8 94.9 81.5 47 92.8 93.1 96.7 99.4 90.1 94.5 95.7 88.9 90.4 97.3 82.1 48 94.8 95.0 98.9 101.8 91.8 96.7 98.3 90.7 92.1 99.9 82.4 49 96.8 97.1 101.1 104.2 93.6 99.0 101.1 92.5 93.9 102.5 83.0 50 98.9 99.3 103.4 106.5 95.6 101.5 104.0 94.5 95.7 105.0 83.8 51 101.0 101.5 105.6 108.7 97.5 103.9 106.8 96.5 97.6 107.6 84.2 52 103.0 103.7 107.9 110.8 99.4 106.4 109.5 98.5 99.6 109.8 84.5 53 105.0 105.9 110.1 112.8 101.4 108.8 112.2 100.6 101.6 112.0 84.9 54 107.0 108.1 112.4 114.7 103.5 111.1 114.7 102.7 103.7 113.9 85.4 55 109.5 110.2 114.8 116.6 105.7 113.3 117.2 104.9 105.9 115.7 90.8 56 111.6 112.2 117.8 118.5 108.2 115.4 119.4 107.0 108.1 117.5 91.4






Time (Min)

Ave. Temp Furnace

0 70 1 162 2 298 3 568 4 887 5 1069 6 1120 7 1133 8 1228 9 1279

10 1327 11 1326 12 1353 13 1370 14 1390 15 1410 16 1418 17 1432 18 1445 19 1456 20 1470 21 1478 22 1487 23 1497 24 1506 25 1516 26 1523 27 1532 28 1539 29 1547 30 1556 31 1563 32 1569 33 1574 34 1582 35 1590 36 1594 37 1601 38 1605




Time (Min)

Ave. Temp Furnace

39 1613 40 1619 41 1625 42 1621 43 1631 44 1641 45 1645 46 1654 47 1661 48 1661 49 1646 50 1641 51 1674 52 1683 53 1680 54 1683 55 1690 56 1696 57 1704 58 1711 59 1714 60 1699





Time (Min)


0 69.6 70.4 70.7 70.0 69.1 69.9 68.9 68.7 69.2 69.2 69.8 1 69.6 70.4 70.7 70.0 69.2 69.9 68.9 68.7 69.2 69.2 69.8 2 69.6 70.4 70.7 70.0 69.1 69.9 68.9 68.6 69.2 69.2 69.8 3 69.6 70.4 70.7 70.0 69.2 69.9 68.9 68.7 69.2 69.2 69.8 4 69.6 70.4 70.7 70.0 69.2 69.9 68.9 68.7 69.2 69.2 69.8 5 69.6 70.4 70.7 70.0 69.2 69.9 68.9 68.7 69.3 69.2 69.8 6 69.6 70.4 70.7 70.0 69.2 69.9 68.9 68.7 69.3 69.3 69.8 7 69.6 70.4 70.7 70.0 69.2 69.9 68.9 68.7 69.3 69.3 69.8 8 69.6 70.4 70.7 70.0 69.2 69.9 69.0 68.8 69.3 69.3 69.8 9 69.7 70.4 70.7 70.0 69.2 69.9 69.0 68.8 69.3 69.4 69.9

10 69.7 70.5 70.8 70.0 69.2 70.0 69.0 68.8 69.3 69.3 69.9 11 69.7 70.5 70.8 70.0 69.2 70.0 69.0 68.8 69.4 69.3 70.1 12 69.7 70.5 70.8 70.1 69.2 70.0 69.0 68.8 69.4 69.4 70.2 13 69.8 70.6 70.9 70.1 69.3 70.1 69.1 68.9 69.4 69.3 70.4 14 69.9 70.6 70.9 70.1 69.3 70.1 69.1 68.9 69.5 69.4 70.7 15 70.0 70.7 71.0 70.2 69.4 70.2 69.2 69.0 69.5 69.5 71.1 16 70.1 70.7 71.0 70.2 69.4 70.2 69.3 69.0 69.6 69.6 71.5 17 70.2 70.8 71.1 70.3 69.5 70.3 69.4 69.1 69.7 69.6 72.1 18 70.3 70.9 71.2 70.4 69.6 70.4 69.4 69.2 69.8 69.7 72.6 19 70.5 71.0 71.3 70.5 69.7 70.5 69.6 69.3 69.9 69.8 73.2 20 70.6 71.1 71.4 70.6 69.8 70.6 69.7 69.4 70.0 69.9 73.8 21 70.8 71.2 71.6 70.7 69.9 70.7 69.9 69.5 70.1 70.0 74.3 22 71.0 71.4 71.7 70.8 70.0 70.9 70.1 69.6 70.3 70.1 74.9 23 71.2 71.5 71.9 71.0 70.2 71.0 70.3 69.7 70.4 70.3 75.5 24 71.4 71.7 72.0 71.1 70.4 71.2 70.5 69.9 70.6 70.5 76.1 25 71.6 71.9 72.2 71.3 70.6 71.4 70.7 70.1 70.8 70.6 76.7 26 71.9 72.1 72.4 71.5 70.8 71.6 71.0 70.2 71.0 70.9 77.2 27 72.1 72.3 72.6 71.7 71.0 71.8 71.2 70.4 71.2 71.1 77.8 28 72.4 72.6 72.9 71.9 71.2 72.1 71.5 70.6 71.5 71.4 78.3 29 72.7 72.8 73.1 72.2 71.4 72.3 71.9 70.9 71.8 71.6 78.9 30 73.0 73.1 73.4 72.4 71.7 72.6 72.2 71.1 72.1 71.8 79.5 31 73.3 73.4 73.7 72.7 72.0 72.9 72.6 71.3 72.4 72.1 80.0 32 73.7 73.7 74.0 73.0 72.3 73.2 73.0 71.6 72.8 72.4 80.6 33 74.1 74.1 74.4 73.3 72.6 73.6 73.4 71.9 73.2 72.8 81.3 34 74.5 74.5 74.8 73.7 72.9 74.1 73.9 72.2 73.7 73.2 81.9 35 74.9 74.9 75.2 74.1 73.3 74.5 74.4 72.6 74.2 73.7 82.5 36 75.5 75.4 75.7 74.6 73.7 75.1 75.0 73.0 74.8 74.2 83.2 37 76.0 75.9 76.3 75.2 74.2 75.7 75.6 73.4 75.4 74.7 84.0




Time (Min)


38 76.7 76.6 76.9 75.8 74.7 76.4 76.3 73.8 76.1 75.3 84.7 39 77.4 77.3 77.6 76.6 75.2 77.1 77.1 74.4 76.9 76.0 85.5 40 78.2 78.1 78.4 77.5 75.9 77.9 77.9 75.0 77.8 76.8 86.4 41 79.0 79.1 79.2 78.6 76.6 78.8 78.8 75.6 78.7 77.6 87.4 42 80.0 80.3 80.1 79.7 77.3 79.8 79.7 76.4 79.7 78.5 88.4 43 81.1 81.7 81.1 81.0 78.1 80.8 80.8 77.3 80.9 79.4 89.5 44 82.2 83.2 82.2 82.5 79.0 82.0 82.0 78.4 82.1 80.4 90.6 45 83.5 84.7 83.3 84.0 80.0 83.2 83.4 79.7 83.4 81.7 91.9 46 85.0 86.4 84.6 85.6 81.0 84.4 85.2 81.3 84.8 83.0 93.2 47 86.5 88.0 85.9 87.3 82.2 85.8 87.3 83.1 86.3 84.6 94.6 48 88.2 89.7 87.3 89.1 83.4 87.2 89.7 85.1 87.9 86.3 96.1 49 89.9 91.5 88.8 90.9 84.7 88.6 92.1 87.1 89.5 88.1 97.6 50 91.7 93.3 90.3 92.9 86.1 90.1 94.6 89.2 91.2 90.0 99.2 51 93.5 95.1 91.9 94.9 87.5 91.7 97.2 91.3 92.9 92.0 100.8 52 95.4 97.0 93.6 96.9 89.2 93.3 99.7 93.4 94.7 94.0 102.5 53 97.3 99.0 95.2 98.9 90.9 95.0 102.1 95.7 96.5 95.9 104.1 54 99.3 101.0 96.9 100.8 92.8 96.7 104.5 98.1 98.4 97.9 105.8 55 101.3 102.9 98.7 102.7 94.7 98.5 106.9 100.6 100.2 99.9 107.5 56 103.2 104.9 100.6 104.5 96.7 100.2 109.2 103.0 102.2 101.8 109.3 57 105.3 106.9 102.5 106.4 98.8 102.1 111.5 105.4 104.1 103.9 111.1 58 107.3 108.8 104.5 108.3 100.9 104.0 113.8 107.7 106.1 105.7 113.0 59 109.3 110.8 106.6 110.2 103.1 105.8 116.1 110.0 108.1 107.7 114.8






Appendix C

Photographs




Photo No. 1

Composite Block

Photo No. 2

Bonding Adhesive




Photo No. 3

Sample Markings

Photo No. 4

Application of Bonding Adhesive




Photo No. 5

Wood Framing & Sheathing for Test Assembly #1

Photo No. 6

Installation of Batt Insulation for Test Assembly #1




Photo No. 7

Location of Surface TCs for Test Assembly #1

Photo No. 8

Burn Through on Test Assembly #1




Photo No. 9

Exposed Surface of Test Assembly #1 (Post-test)

Photo No. 10





Photo No. 11


Photo No. 12

Typical Application of Hose Stream Procedure




Photo No. 13


Photo No. 14





Photo No. 15


Photo No. 16

Exposed Surface for Test Assembly #4 (Post-test)




Photo No. 17

Test Assembly #4 (Post-test)




Appendix D

Drawings




Sketch No. 1

Unexposed Surface TC Locations

Sketch No. 2

Gypsum Board Joint Locations (Exposed Side)




Sketch No. 3

Gypsum Board Joint Locations (Unexposed Side)


astm e119 test report - renco - deutschland

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