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HomeMy WebLinkAbout08-ATAS Fascia (FL20821.17 - R1) (Exp 12.20) (2)BOM per 12' Component Copi ng Cover Splice Continuous 22 GA Cleat 9-15 x 1 1/2" HHSS Fast. 11/2" Ring Shank Nail Quantity 1 1 1 9 17 11/2" Ring Shank Nail - 32" O.C. 11/2" Ring Shank Nail - 12" O.C. Continuous 22 GA Cleat 3/4" - H A 3/4" A A 3/4" . 1 13/16" x 1/2" Hem C A 13/4" Standard M Material Pre-Finished Steel Stainless Steel Pre-Finished Alum. Mill Alum. aterials Available Gauges 24 GA, 22 GA 24 GA, 22 GA .040,.050,.063 .040,.050,.063 Copi ng Cover 9-15 x 1 1/2" HHSS Fastener - 17" O.C. Sealant by others at Splices 6' Splice Base Membrane 1" W REV. NO. Coverage (C) 21/2" 4" DATE Dimensions Height (H) 4" 51/2" 1 + / 3/4" or 41/2" U ' Width (W) 4" - 10" 4" - 10" DESCRIPTION OF REVISION BY APP L 9/16" - .f Slotted Fastener and Nail Holes 3/16" Ali Allentown PA ATAS INTERNATIONAL, INC 610-395-8445 Mesa AZ 480-558-7210 TITLE Continuous Cleat Coping - DWG. NO. MATERIAL Design Drawing DR DATE PJR 08-27-15 APP DATE SH. SIZE A SCALE X:X BOM per 12' Component Copi ng Cover Splice Continuous 22 GA Cleat 9-15 x 1 1/2" HHSS Fast. 11/2" Ring Shank Nail Quantity 1 1 1 9 17 Standard M Material Pre-Finished Steel Stainless Steel Pre-Finished Alum. Mill Alum. aterials Available Gauges 24 GA, 22 GA 24 GA, 22 GA .040,.050,.063 .040,.050,.063 Coverage (C) 21/2" 4" Dimensions Height (H) 4" 51/2" 11/2" Ring Shank Nail - 32" O.C.Coping Cover Continuous 22 GA Cleat 9-15 x 1 1/2" HHSS Fastener- 17" O.C. 11/2" Ring Shank Nail -7 Sealant by others at Splices - 12" O.C. 1 6" Splice - Base Membrane 3/4 3/4" A H c «I 13/4" 13/16" x 1/2" Hem 6" 3/4" W REV. NO. DATE Width (W) 10" - 24" 10" - 24" 5 3/4' 1 C j or 41/2"9/16" Slotted Fastener and Nail Holes DESCRIPTION OF REVISION BY APP Ali Allentown PA ATAS INTERNATIONAL, INC 610-395-8445 Mesa AZ 480-558-7210 TITLE Continuous Cleat Coping - DWG. NO. MATERIAL Design Drawing DR DATE PJR 08-27-15 APP DATE SH. SIZE A SCALE X:X BOM per 12' Component Fascia Cover 6" Splice 20 GA Continuous Cleat 10-13 x 1" GP Fastener A f 3/4" A A 2" Quantity 1 1 1 12 Standard I Material Pre-Finished Steel Stainless Steel Pre-Finished Alum. Mill Alum. vlaterials Available Gauges 24 GA, 22 GA 24 GA, 22 GA .040,.050,.063 .040,.050,.063 Dimensions Coverage (C)Height (H) 2- 1/2" 4" 4" 5-1/2" 10-13 x 1" GP Fastener - 12" O.C. Sealant by others 20 GA Continuous Cleat 6" Splice- -Fasc\a Cover 1 1- 1 1-=4 I 4 4 -1 1 H C 13/4" V V A 3/4" V 1/2" - 1- 1/2"Hem REV. NO. Base Membrane DATE DESCRIPTION OF REVISION BY APP TITLE DWG. NO. MATERIAL 3 1/4" Cleat Slotting Ali Allentown PA ATAS INTERNATIONAL, INC 610-395-8445 Mesa AZ 480-558-7210 Rapid Lok Fascia - Design Drawing DR DATE APP PJR SH. SIZE A DATE SCALE 08-13-15 X:X BOM per 12' Component Fascia Cover 6" Splice 20 GA Continuous Cleat 10-13 x 1" GP Fastener A 3/4 A H C 3/4" 3/4 I , 2" Quantity 1 1 1 12 Standard I Material Pre-Finished Steel Stainless Steel Pre-Finished Alum. Mill Alum. vlaterials Available Gauges 24 GA, 22 GA 24 GA, 22 GA .040,.050,.063 .040,.050,.063 Dimensions Coverage (C) 5-1/2" 7" 8-1/2" 10" 10-13 x 1" GP Fastener - 12" O.C. EFF FaK\B Cover Sealant by others 20 GA Continuous Cleat 6" Splice Base Membrane - 11144-\ 1/2" - 1 1/2" Hem »- 10-13 x 1" GP Fastener - 12" O.C. REV. NO. DATE Height (H) 7" 8- 1/2" 10" 11-1/2" DESCRIPTION OF REVISION BY APP TITLE DWG. NO. MATERIAL 3 1/4" 3/8" +4 f Cleat Slotti ng Ali Allentown PA ATAS INTERNATIONAL, INC 610-395-8445 Mesa AZ 480-558-7210 Rapid Lok Fascia - Design Drawing DR DATE APP PJR SH. SIZE A DATE SCALE 08-13-15 X:X 130 Derry Court York, PA 17406 Intertek A Architectural Testing ANSI/SPRI ES-1 PERFORMANCE TEST REPORT Rendered to: ATAS INTERNATIONAL, INC. For: Rapid-Lok Fascia, Edge-Lok Fascia, and Continuous Cleat Coping Edge Metal Systems Report No: F1420.01-119-19 Report Date:12/11/15 Test Record Retention Date:10/28/19 Revision 1:02/23/16 www. archtest.com . wvvw. intertek.com/bui Iding p. 717.764.7700 f. 717.764.4129 1.0 General Information 1.1 Product Intertek A Architectural Testing PERFORMANCE TEST REPORT Rendered to: ATAS INTERNATIONAL, INC. 6612 Snowdrift Road Allentown, Pennsylvania 18106 Report No.: Test Dates: Through: Report Date: Test Record Retention Date: Revision 1: Rapid-Lok Fascia, Edge-Lok Fascia, and Continuous Cleat Coping Edge Metal Systems 1.2 Project Summary F1420.01-119-16 10/05/15 10/28/15 12/11/15 10/28/19 02/23/16 Architectural Testing, Inc., an Intertek company ("Intertek-ATI"), was contracted by ATAS International, Inc. to perform ANSI/SPRI Test RE-1, RE-2 and RE-3 on formed steel and aluminum edge flashing and coping materials in accordance with the following: ANSI/SPR\/FM 4435/ ES-12011, Wind Design Standard for Edge Systems Used with Low Slope Roofing Systems 1.3 Qualifications Intertek-ATI in York, Pennsylvania has demonstrated compliance with ISO/IEC International Standard 17025 and is consequently accredited as a Testing Laboratory (TL-144) by International Accreditation Service, Inc. (IAS). 1.4 Witnessing A representative from ATAS International was present to demonstrate proper installation of the edge flashing and coping, and to witness the testing conducted and reported herein. 130 Derry Court York, PA 17406 www. archtest.com . wvvw. intertek.com/bui Iding p. 717.764.7700 f. 717.764.4129 Intertek 1.5 Conditions of Testing A Architectural Testing F1420.01-119-16 Page 2 of 12 Revision 1: 02/23/16 All testing reported herein was conducted in a laboratory set to maintain temperature in the range of 68 + 40F and humidity in the range of 50 * 5% RH. All test specimen materials were stored in the laboratory environment indicated for no less than 40 hours prior to testing. 2.0 ANSI/SPRI Test RE-1, Test for Roof Edge Termination of Ballasted or Mechanically Attached Roofing Membrane Systems 2.1 Test Procedure 26 in wide sections of the Rapid-Lok and Edge-Lok 2 fascia were attached to a conventional wood roof edge mock-up utilizing a 0.050 in thick EPDM roofing membrane. The 26 in fascia sections were cut to include three pre-punched holes for fasteners. All fasteners for the Rapid-Lok fascia were #10-13 x 1" GP fasteners and for the Edge-Lok 2 fascia they were 1-1/2 in x 0.135 in ring shank roofing nails. The loose end of the roofing membrane was fixed to the crosshead of a SATEC Unidrive, Model Mil 50UD Universal Test Machine (ICN: Y002011) and pulled at an approximate 25' angle from the restrained gravel stop assembly at a speed of 2.00 in per minute. Load was applied until the membrane tore away from the fastener. 2.2 Test Results ANSI/SPRI Test RE-1, Roof Edge Termination -Rapid-Lok Test Date: 02/10/16 Specimen 1 2 3 Average: Peak Load (lb) 1 338 375 451 388 ANSI/SPRI Test RE-1, Roof Edge Termination -Edge-Lok 2 Test Date: 02/10/16 Specimen 1 2 3 Peak Load (lb) 1 278 Average:288 i Peak Load was the highest applied load at the time of failure Mode of failure for all specimens was membrane tearing around fastener. 300 287 Intertek 3.0 ANSI/SPRI Test RE-2, Pull-Off Test for Edge Flashings 3.1 Specimen Description A Architectural Testing F1420.01-119-16 Page 3 of 12 Revision 1: 02/23/16 12 ft long sections of: - 5-1/2 in formed aluminum (0.040 in)Rapid-Lok Fascia edge flashing with 20 GA continuous steel cleat - 5-1/2 in formed steel (24 GA)Rapid-Lok Fascia edge flashing with 20 GA continuous steel cleat - 11-3/4 in formed aluminum (0.040 in)Edge-Lok 2 Fascia edge flashing with 24 GA continuous steel cleat - 11-3/4 in formed steel (24 GA)Edge-Lok 2 Fascia edge flashing with 24 GA continuoussteel cleat - 11-3/4 in formed aluminum (0.040 in)Edge-Lok 3 Fascia with 22 GA continuous steel cleat - 11-3/4 in formed steel (24 GA)Edge-Lok 3 Fascia edge flashing with 22 GA continuoussteel cleat All fascia profiles were attached to parapet mock-ups constructed SPF dimension lumber for testing. Priorto assembly, the front face of the Rapid-Lok Fascia, Edge-Lok 2 Fascia and Edge-Lok 3 Fascia was drilled and fitted with twelve 5/16 in eyebolts, fender washers (one each side) and hex nuts (one each side), 12 in on center, on the longitudinal centerline. The front face of the cleat forthe Rapid-Lok Foscia was screwed to the face of a 2x10 SPF member with a single row of #10-13 x 1" GP fastener, 12 in on center. The Rapid-Lok Fascia was then hooked onto the top face and bottom of the cleat. The top of the cleat for the Edge-Lok 2 Fascia and Edge-Lok 3 Fascia were nailed to the top of a 2x10 SPF member with a single row of 1-1/2 in ring shank nails, 12 in on center. The front face of the cleat was nailed to the edge of the 2x10 SPF member with a single row of 1-1/2 in ring shank nails, 12 in on center. The Edge-Lok 2 Fascia and Edge-Lok 3 Fascia were then hooked onto the top bend and bottom of the cleat. See drawings in Appendix A and photographs in Appendix B foradditional details. 1 2 3 1 2 3 3.2 Test Procedure Intertek 3776 2452 A Architectural Testing F1420.01-119-16 Page 4 of 12 Revision 1: 02/23/16 Load was applied to the twelve eye bolts using equal-length chains, a spreader beam, steel cable and an electric winch. Applied load was measured with an in-line 2000 pound load cell. Center- point deflection of the flashing face was measured with an electronic linear displacement transducer. Load was applied incrementally and held ("Sustained") for a minimum of 60 seconds with intermediate load relaxation periods for specimen deflection to stabilize. Mode of failure for all specimens was flashing pull-off from the lower lip of the cleat, while load was increasing. See photographs in Appendix B for test set-up. 3.3 Test Results The results are reported in the following tables. ANSI/SPRI Test RE-2 Pull-Off Test for Edge Flashing - Test Dates: 10/26/15 and 10/27/15 Rapid-Lok Fascia edge flashing system - 5-1/2 in high by 12 ft long - Continuous Cleat Specimen No. Fascia Material 0.040 in Aluminum Average: Peak Load at Failure (lb) 1960 3436 3064 2820 Max. Sustained Load prior to Failure (lb) 1960 3436 3064 2820 Equivalent Sustained Pressure (psf) 350 490 ANSI/SPRI Test RE-2 Pull-Off Test for Edge Flashing - Test Dates: 10/26/15 and 10/27/15 Rapid-Lok Fascia edge flashing system - 5-1/2 in high by 12 ft long - Continuous Cleat Specimen NO. Fascia Material 24 GA Steel Average: Peak Load at Failure (lb) 4016 4164 2452 3544 Max. Sustained Load prior to Failure (lb) 4016 3415 Equivalent Sustained Pressure (psf) 710 650 420 600 520 593 1 2 3 1 2 3 1 2 3 1 2 3 Intertek 3.3 Test Results (Continued) 366 370 841 709 841 670 342 370 A Architectural Testing F1420.01-119-16 Page 5 of 12 Revision 1: 02/23/16 ANSI/SPRI Test RE-2 Pull-Off Test for Edge Flashing - Test Dates: 10/27/15 and 10/28/15 Edge-Lok 2 Fascia edge flashing system - 11-3/4 in high by 12 ft long - Continuous Cleat Specimen NO. Fascia Material 0.040 in Aluminum Average: Peak Load at Failure (lb) 373 370 Max. Sustained Load prior to Failure (lb) 373 362 Equivalent Sustained Pressure (psf) 50 50 ANSI/SPRI Test RE-2 Pull-Off Test for Edge Flashing - Test Date: 10/27/15 Edge-Lok 2 Fascia edge flashing system - 11-3/4 in high by 12 ft long - Continuous Cleat Specimen No. Material 24 GA Steel Average: Peak Load at Failure (lb) 306 363 251 307 Max. Sustained Load prior to Failure (lb) 306 351 251 303 Equivalent Sustained Pressure (psf) 40 40 ANSI/SPRI Test RE-2 Pull-Off Test for Edge Flashing - Test Date: 10/28/15 Edge-Lok 3 Fascia edge flashing system - 11-3/4 in high by 12 ft long - Continuous Cleat Specimen No. Fascia Material 0.040 in Aluminum Average: Peak Load at Failure (lb) 987 846 Max. Sustained Load prior to Failure (lb) 987 833 50 30 Equivalent Sustained Pressure (psf) 150 50 50 133 ANSI/SPRI Test RE-2 Pull-Off Test for Edge Flashing - Test Date: 10/28/15 Edge-Lok 3 Fascia edge flashing system - 11-3/4 in high by 12 ft long - Continuous Cleat Specimen NO. Material 24 GA Steel Average: Peak Load at Failure (lb) 951 894 914 920 Max. Sustained Load prior to Failure (lb) 951 841 914 902 Equivalent Sustained Pressure (psf) 140 140 140 140 140 110 Intertek 4.0 ANSI/SPRI Test RE-3, Pull-Off Test for Copings 4.1 Specimen Description A Architectural Testing F1420.01-119-16 Page 6 of 12 Revision 1: 02/23/16 12 ft long sections of: - 10 in wide top face by 5-1/2 in high front face by 4-1/2 in high back face formed steel (24 GA) Continuous Cleat Coping with 22 GA continuous steel cleat - 10 in wide top face by 5-1/2 in high front face by 4-1/2 in high back face formed aluminum (0.040 in)Continuous Cleat Coping with 22 GA continuous steel cleat - 12-3/4 in wide top face by 7-1/2 in high front face by 5-1/2 in high back face formed steel (24 GA)Rapid-Lok Coping with 20 GA steel cleats (12 in wide) spaced 4 ft on center - 12-3/4 in wide top face by 7-1/2 in high front face by 5-1/2 in high back face formed aluminum (0.040 in)Rapid-Lok Coping with 20 GA steel cleats (12 in wide) spaced 4 ft on center 12-3/4 in wide top face by 7-1/2 in high front face by 5-1/2 in high back face formed steel (24 GA)Rapid-Lok Coping with 20 GA steel cleats (12 in wide) spaced 6 ft on center All coping profiles were attached to parapet mock-ups constructed SPF dimension lumber for testing. Prior to assembly, the top and front faces of the Continuous Cleat Coping were dri\\ed and each fitted with twelve 5/16 in eyebolts, fender washers (one each side) and hex nuts (one each side), 12 in on center, on the longitudinal centerlines. The top of the cleat for the 10 in wide Continuous Cleat Coping was nailed to the face of a 2x10 SPF member with a single row of 1-1/2 in ring shank nails, 32 in on center. The front face of the cleat was nailed to the edge of the 2x10 SPF member with a single row of 1-1/2 in ring shank nails, 12 in on center. The 10 in wide Continuous Cleat Coping was then hooked onto the front bend of the cleat, wrapped over the top of the mock-up, and its back face was fastened to the edge of the 2x10 SPF member with a single row of #9-15 x1-1/2" HHSS fasteners, 12 in on center. The top face of the cleat for the 12 in wide Ropid-Lok Coping was screwed to the face of a 2x10 SPF member using four #10-13 x 1" GP fasteners. The front face of the cleat was nailed to the edge of the 2x10 SPF member with two 1-1/2 in ring shank nails. The 12 in wide Rapid-Lok Coping was then hooked ontothe front bend of the cleat, wrapped over the top of the mock-up, and its back face was then snapped on the back bend of the cleat. See drawings in Appendix A and photographs in Appendix B foradditional details. 4.2 Test Procedure Intertek A Architectural Testing F1420.01-119-16 Page 7 of 12 Revision 1: 02/23/16 Load was applied to the twelve eye bolts of the coping top surface using equal-length chains, a spreader beam, steel cable and an electric winch. Applied load was measured with an in-line 2000 pound load cell. Center-pointdeflection of the coping face was measured with an electronic lineardisplacement transducer. Load was applied to the twelve eye bolts of the coping face surface using equal-length chains, a spreader beam, steel cable and a mechanical winch. Applied load was measured with an in-line 2000 Ib pound load cell. The two loads were applied simultaneously, proportionally and incrementally and held ("Sustained") for a minimum of 60 seconds with intermediate load relaxation periods for specimen deflection to stabilize. With the exception of the Continuous Cleat Coping prof\\es,mode of failure for all specimens was coping deformation under load and subsequent disengagement from the lower lip of the cleat as load was relaxed. See photographs in Appendix B for test set-up. 4.3 Test Results Intertek A Architectural Testing F1420.01-119-16 Page 8 of 12 Revision 1: 02/23/16 ANSI/SPRI Test RE-3 - Pull-Off Test for Coping - Test Dates: 10/05/15 through 10/06/15 10 in Wide with 5-1/2 in Front Face and 4-1/2 Back Face Continuous Cleat Coping with Continuous Cleat Thickness Surface Surface Width (in) Max. Sustained Load (lb) Equivalent Sustained Pressure 2 (psf) Top 10.0 4026 390 Face 5.5 1260 225 TOP 10.0 4164 400 Face 4.5 Coping Material 1 24 GA 1044 231 Top 10.0 4126 400 Steel Face 5.5 1274 231 Top 10.0 4130 400 Face 5.5 1271 231 Average 3 Top Face 10.0 4094 397 5.5 1268 229 i Testing conducted on 4-1/2 in face to prove that testing was conducted on the worst case (5-1/2 in) face creating the most conservative loads. Allcoping profiles reached the load capacity ofthe test equipment therefore an ultimate load dueto failure was not established. 2 in order to comply with ANSI/SPRI/FM 4435/ES-1 2011 the top and face pressures are in the ratio of 1.68 to 0.97 for roof height 60 ft or less. Reported average is calculated from results of testing conducted on the 5-1/2 in face (worst case) and does not include the results from testing conducted on the 4-1/2 in face. ANSI/SPRI Test RE-3 - Pull-Off Test for Coping - Test Dates: 10/06/15 through 10/07/15 10 in Wide with 5-1/2 in Front Face and 4-1/2 Back Face Continuous Cleat Coping with Continuous Cleat Thickness Surface Surface Width (in) Max. Sustained Load (lb) Equivalent Sustained Pressure 2 (psf) TOP 10.0 4164 400 Face 5.5 1295 231 Top Coping Material 1 0.040 in 10.0 4158 400 Aluminum Face 5.5 1325 231 Top 10.0 4146 400 Face 5.5 1271 231 Average Top 10.0 4156 400 Face 5.5 1297 231 i Testing conducted on the worst case (5-1/2 in) face, as established during the testing on the 10 wide steel (24 GA) Continuous coping, creating the most conservative loads. All coping profiles reached the load capacity of the test equipment therefore an ultimate load due to failure was not established. 2 In orderto comply with ANSI/SPRI/FM 4435/ES-1 2011 the top and face pressures are in the ratio of 1.68 to 0.97 for roof height 60 ft or less. Intertek 4.3 Test Results (Continued) A Architectural Testing ANSI/SPRI Test RE-3 - Pull-Off Test for Coping - Test Date: 10/08/15 12-3/4 in Wide with 7-1/2 in Front Face and 5-1/2 Back Face Rapid-Lok Coping with 20 GA Cleat Spaced at 4 ft O.C. Thickness Surface Surface Width (in) Peak Load at Failure (lb) Max. Sustained Load Prior to Failure (lb) Equivalent Sustained Pressure 2 (psf) Top 12.75 710 656 100 Face 5.5 317 317 58 TOP 12.75 768 758 110 Coping Material 1 24 GA Face 5.5 384 384 64 Steel TOP 12.75 739 651 100 Face 5.5 406 328 58 F1420.01-119-16 Page 9 of 12 Revision 1: 02/23/16 Average TOP Face 12.75 5.5 739 688 103 369 343 60 i Testing conducted on the worst case (5-1/2 in) face, as established during the testing on the 12-3/4 in wide steel (24 GA) Rapid-Lok Coping with cleats spaced at 6 ft on center, creating the most conservative loads. 2 In order to comply with ANSI/SPRI/FM 4435/ES-1 2011 the top and face pressures are in the ratio of 1.68 to 0.97 for roof height 60 ft or less. ANSI/SPRI Test RE-3 - Pull-Off Test for Coping - Test Dates: 10/08/15 through 10/09/15 12-3/4 in Wide with 7-1/2 in Front Face and 5-1/2 Back Face Rapid-Lok Coping with 20 GA Cleat Spaced at 4 ft O.C. Thickness Surface Surface Width (in) Peak Load at Failure (lb) Max. Sustained Load Prior to Failure (lb) Equivalent Sustained Pressure 2 (psf) Top 12.75 775 717 110 Face 5.5 355 483 64 Top Coping Material 1 0.040 in 12.75 888 787 120 Aluminum Face 5.5 361 361 69 Top 12.75 836 802 120 Face 5.5 364 364 69 Average Top Face 12.75 5.5 833 769 117 360 403 67 i Testing conducted on the worst case (5-1/2 in) face, as established during the testing on the 12-3/4 in wide steel (24 GA) Rapid-Lok Coping with cleats spaced at 6 ft on center, creating the most conservative loads. 2 In order to comply with ANSI/SPRI/FM 4435/ES-1 2011 the top and face pressures are in the ratio of 1.68 to 0.97 for roof height 60 ft or less. Intertek 4.3 Test Results (Continued) A Architectural Testing ANSI/SPRI Test RE-3 - Pull-Off Test for Coping - Test Date: 10/08/15 12-3/4 in Wide with 7-1/2 in Front Face and 5-1/2 Back Face Rapid-Lok Coping with 20 GA Cleat Spaced at 6 ft O.C. Thickness Surface Surface Width (in) Peak Load at Failure (lb) Max. Sustained Load Prior to Failure (lb) Equivalent Sustained Pressure 1 (psf) Top 12.75 700 674 110 Coping Material Face 7.5 555 454 58 Steel 24 GA TOP 12.75 593 523 80 F1420.01-119-16 Page 10 of 12 Revision 1: 02/23/16 Face 5.5 343 269 46 l in order to comply with ANSI/SPRI/FM 4435/ES-1 2011 the top and face pressures are in the ratio of 1.68 to 0.97 for roof height 60 ft or less. Note: Due to the results Of the testing from the 12-3/4 in wide steel (24 GA) Rapid-Lok coping with the cleats spaced at 6 ft on center, ATAS International, Inc. decided to discontinue the testing and change the spacing of the cleats. 5.0 Closing Statement Intertek A Architectural Testing F1420.01-119-16 Page 11 of 12 Revision 1: 02/23/16 Intertek-ATI will service this report for the entire test record retention period. Test records that are retained such as detailed drawings, datasheets, representative samples of test specimens, or other pertinent project documentation will be retained by Intertek-ATI for the entire test record retention period. Results obtained are tested values and were secured using the designated test methods. 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 specimens tested. This report may not be reproduced, except in full, without the written approval of Intertek-ATI. For INTERTEK-ATI: &108 a. 1% Digitally Signed by: Adam J. Schrum Adam J. Schrum Technician I Structural Systems Testing ASJ:tah/jas Digitally Signed by: Travis Hoover Travis A. Hoover Program Manager Structural Systems Testing Attachments (pages):This report is complete only when all attachments listed are included. Appendix A - Drawings (7) Appendix B - Photographs (2) Intertek Rev.#Date Page(s) 0 12/11/15 N/A 1 02/23/16 All Revision Log A Architectural Testing Revision(s) Original report issue F1420.01-119-16 Page 12 of 12 Revision 1: 02/23/16 Added ANSI/SPRI Test RE-1 test data This report produced from controlled document template ATI 00704, revised 04/10/15. Intertek APPENDIX A Drawings A Architectural Testing F1420.01-119-16-Rl E <11 -50 3 .ro ro 2 55 21< ;B! 3.8 10 X g 8 e N 8 g M ¤t 2 % N 9,- -0 Ul .to Ig! 51.6 LL 'B el UD E5'Cb << U U .r S L. 00 00 1\ 5 Ln §1 21. C'S irla kl a. 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Efill Lrl B A 21 5' 0 En (J 0 8 C U : Yi g t£ I. 5 N I 5 : EM X 52 Intertek APPENDIX B Photographs A Architectural Testing F1420.01-119-16-Rl Intertek A Architectural Testing f,· Photo No. 1 Fascia System (Rapid-Lok)with Applied Load Photo No. 2 Typical Failure Mode - Fascia System (Edge-Lok) F1420.01-119-16-Rl Intertek A Architectural Testing 1 i Photo No. 3 Coping System with Applied Load in Both Directions -1. Photo No. 4 Typical Failure Mode - Coping System F1420.01-119-16-Rl