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Home My WebLink AboutR & B WAGNER PAPERWORKI1� Mill)� Q, ,oilt,, R & B Wagner, Inc C/ dos -bad '907- ()f®(D Series: Panel Grip 2 Aluminum Balustrade Railing System Client Package Fenestration Testing Laboratory 8148 N.W. 74`h Avenue Medley, Florida 33166 Phone: (305) 885-3328 Fax: (305)885-3329 Toll: (888) 819-7877 RevjSWEI) FoR S®® �C�E �®D�ANCE E®CC UN' FILE COPY Remote Offices: Schaumburg, Illinois (312) 253-7203 Las Vegas, NV (702) 922-7142 Tampa, FL (813) 200-5886 Pensacola, FL (850) 454-1734 Houston, TX (281) 763-0401 xl �'f Bii '� �.t �,�� i?Q ;it' �'` � 9 `'r#�§ k �15 �(�� '"��•'�..tis N,�,q �°3 a q. l ( IIll�r (•I a_ P- .. .. Ril' 1 Ili'L.- r (il Florida State Cert. No. TST1657 Miami Dade County Cert. No: 14-0806.03 Report Date: 10/1/2015 Completion Date: 8/27/2015 Expiration Date: 8/27/2025 Miami Dade County Auth. No: -FTL-15038 Page No. Page 1 of 14 Lab. Number: 8442 Project Number: 15-5732 OFFICIAL TEST REPORT MANUFACTURER: R & B Wagner, Inc SPECIFICATIONS: Florida Building Code TAS 201, TAS 202 (Loads) ANSI Z97.1, concentrated load ADDRESS: 10600 West Brown Deer Road PROJECT: Florida State Approval Milwaukee, Wisconsin 53224 Miami Dade County Table of Contents Sample A-1 Page Rev Page Rev Description of Test Sample 2 Revision Table 12 Glazing 2 Notes Table 13 Additional Information 2 Remarks Table 14 Test Sample Installation 2 Results Sample A-1 Concentrated Load Test FBC section 1618.4.6.1 3 Concentrated Load Test FBC section 1618.4.6.1 3 1/2 Structural Load Test Positive TA5202 4 Design Load Test Positive TAS 202 4 1/2 Structural Load Test Negative TAS202 4 Design Load Test Negative TAS 202 5 Uniform Structural Load Test Positive TAS 202 6 Uniform Structural Load Test Negative TAS 202 7 Drop Test ANSI Z97.1 8 Large Missile Impact TAS 201 9 Concentrated Load Test FBC section 1618.4.6.1 10 Concentrated Load Test FBC section 1618.4.6.1 10 Design Load Test Positive TA5 202 11 Design Load Test Negative TAS 202 12 Florida State Cert. No. TST1657 Miami Dade County Cert. No: 14-0806.03 Report Date: 10/1/2015 Completion Date: 8/27/2015 Expiration Date: 8/27/2025 Miami Dade County Auth. No: FTL-15038 Page No. Page 2 of 14 Q v Lab. Number: 8442 m Project Number: 15-5732 nvrirml TFCT RrPnRT DESCRIPTION OF SAMPLE Model Designation: Series: Panel Grip 2 Aluminum Balustrade Railing System Overall Size: 12'-2 1/16" (146 1/16") by 3'-7 13/16" (43 13/16") high Sample A-1 Glazing Glazing Location Glazing Material Glazing Compound Compound Color All three lites *13/16" nominal laminated glass none n/a composed of (2) 3/8" tempered glass Interlaying Film: *0.060" **DuPont SentryGlas I Laminator: **Oldcastle Glazing Method: The glass was secured using a single row of **PanelGrip" located 3 3/4", 11 1/8", 23 3/8", 32 1/2", 41 1/8", 53 1/4", 64 1/16", 74 11/16", 83 1/8", 9215/16", 1011/16", 111", 122 3/4", 131", and 1413/8" from left. Each **PanelGripT" is secured using one 1/4-20 by 11/2" long socket head machine screws with washer and nut. Pocket glazed at the top with a *1" glazing penetration using glazing tape on the interior, exterior and glazing pocket. Daylight Opening: I Right lite: 47 5/8" by 38 5/16" high Left and center lite: 47 7/16" by 38 5/16" high Additional Information The sample was testing using a 1461/16" long stainless steel hand rail. Sample Installation The sample was installed into a 4,000 psi concrete test slab. The shoe base was installed using a single row 5/8" by 61/8" H W H wedge bolts located 21/8", 6 3/4",12 3/4", 18 9/16", 24 3/4", 30 5/8", 36 3/4", 42 5/8", 48 5/8", 54 3/4", 60 3/4", 66 3/4", 72 3/4", 78 3/4", 84 3/4", 90 3/4", 96 7/8",102 3/4",114 5/8",120 3/4",126 3/4",132 5/8", 138 5/8" and 143 5/8" from left. Quality Accuracy Assurance Fenestration Testing Laboratory, Inc. 8148 N.N. 74th Avenue dledley, FL 33166 Phone: (305) 885-3328 Fax: (305) 885-3329 (888) 819-7877 e-mail: clientseruices@ftl-inc.com www.fti-inc.com Florida State Cert. No. TST1657 Miami Dade County Cert. No: 14-0806.03 Report Date: 10/1/2015 Completion Date: 8/27/2015 Expiration Date: 8/27/2025 Miami Dade County Auth. No: FTL-15038 Page No. Page 3 of 14 Lab. Number: 8442 Project Number: 15-5732 nrrirml TFGT RFPng?T Sample: A-1 I Temperature: 837 Barometric Reading: 30.08 inches Hg Title of Test L Load Notes Concentrated Load Test 400.0 Ibs As per FBC section 1618.4.6.1. A horizontal load was applied at the corner of the hand rail — — — — — — 1 II �I II I� Reading# Deflection Permanent Set Results Add. info 1 1.389" 0.030" 1 Passed Sample: A-1 I Temperature: 83"F Barometric Reading: 30.08 inches Hg Title of Test Load Notes Concentrated Load Test 1,216.0 Ibs As per FBC section 1618.4.6.1. A horizontal load was applied at center of the hand rail II I� -- - - Reading# Deflection Permanent Set Results Add. Info 1 2.250" 0.201" Passed 1 2 0.049" 0.002" Passed Quality Accuracy Assurance Fenestration Testing Laboratory, Inca 8148 NIY. 74th Avenue Uedteu, FL 33166 Phone: (305) 885.3328 Fax: (305) 885-3329 (888) 819-7877 e-maw chentservices(ap-inc.corn www.ii-inc.com Florida State Cert. No. TST1657 Miami Dade County Cert. No: 14-0806.03 Report Date: 10/1/2015 Completion Date: 8/27/2015 Expiration Date: 8/27/2025 Miami Dade County Auth. No: FTL-15038 Page No. Page 4 of 14 Lab. Number: 8442 Project Number: 15-5732 r%9=rIAI TccT nconoT Sample: A-1 Temperature: 837 Barometric Reading: 30.08 inches Hg Title of Test Pressure Notes 1/2 Structural Load Test Positive Load 40.0 psf Results I Passed Sample: A-1 I Temperature: 83.0"F Barometric Reading: 30.08 inches Hg Title of Test Pressure Notes Design Load Test Positive Load 40A sf f 0 0 Reading# Deflection Permanent Set Results Add. Info 1 1.503" 0.030" Passed 2 0.060" 0.005" Passed Actual Movement Actual Set Recovery Additional Info. 2.) 0.060" 0.0051, Sample: A-1 Temperature: 85-F Barometric Reading: 30.04 inches Hg Title of Test Pressure Notes 1/2 Structural Load Test Negative Load 40.0 psf Results Passed Quality Accuracy Assurance Fenestration Vesting Laboratory, Inc. 8148 NAV. 741h Avenue Aledleu, F1.33166 Phone:1305) 885.3328 Far: (3051885-3329 18881819.7877 e-mad: caencseruices tiu-Inc.com wwwJu-lnc.com Florida State Cert. No. TST1657 Miami Dade County Cert. No: 14-0806.03 Report Date: 10/1/2015 Completion Date: 8/27/2015 Expiration Date: 8/27/2025 Miami Dade County Auth. No: FTL-15039 Page No. Page 5 of 14 Lab. Number: 8442 Project Number: 15-5732 ncririm TPfT R mnwr Sample: A_-1 I Temperature:_ 85"F Title of Test Pressure Baro_metr_ic Reading: 30.04 inches Hg Notes _ Design Load Test Negative Load 40.0 psf I p II I I V II I i C Reading# Deflection Permanent Set Results Add. Info 1 1 1.515" 0.026" Passed 2 0.027" 0.001" Passed Actual Movement Actual Set Recovery Additional Info. 2.) 0.027" 0.001" 96.2% guanty Accuracy assurance a ¢'i�i' ..a t�a.U0 81481`.W 741h Avenne Aiedleu. FL 33166 Phmu_ (305)885-3328 Paz f305) 885.3329 (8881819-7877 Florida State Cert. No. TST1657 Miami Dade County Cert. No: 14-0806.03 Report Date: 10/1/2015 Completion Date: 8/27/2015 Expiration Date: 8/27/2025 Miami Dade County Auth. No: FTL-15038 Page No. Page 6 of 14 Lab. Number: 8442 Project Number: 15-5732 OFFICIAL TEST REPORT Sample: A-1 L Temperature: 83°F Barometric Reading: 30.08 inches Hg Title of Test Pressure _ Notes Uniform Structural Test Positive Load 80.0 psf I N II I I N II I I II II I _ Reading# Deflection Permanent Set Results Add. Info 1 3.375" 0.210" Passed 2 0.190" 0.010" Passed _ Actual Movement Actual Set Recovery Additional Info. 2.)0.190" 0.010" 94.7% Quality Accuracy Assurance G LScc...s.s 8148,MV 74ihAvenue Sledleu.PL33166 Phone (3051885-3328 Far:130ai885.3329 (8881819-7877 Florida State Cert. No. TST1657 Miami Dade County Cert. No: 14-0806.03 Report Date: 30/1/2015 Completion Date: 8/27/2015 Expiration Date: 8/27/2025 Miami Dade County Auth. No: FTL-15038 Page No. Page 7 of 14 Lab. Number: 8442 Project Number: 15-5732 OFFICIAL TFgT RFPORT Sample: A-1 I Temperature: 85"F Barometric Reading: 30.04 inches Hg Title of Test _ Pressure Notes Uniform Structural Test Negative Load 80.0 psf Reading# Deflection Permanent Set Results Add. info 1 2.875" 0.204" Passed _ 2 0.048" 0.004" Passed Actual Movement Actual Set Recovery Additional Info. 2.) 0.048" 0.004" 91.7 Qualify Accuracy Assurance It Florida State Cert. No. TST1657 Miami Dade County Cert. No: 14-0806.03 Report Date: 10/1/2015 Completion Date: 8/27/2015 Expiration Date: 8/27/2025 Miami Dade County Auth. No: FTL-15038 Page No. Page 8 of 14 Lab. Number: 8442 Project Number: 15-5732 ntriri41 TFCT DFDnDT Sample: A-1 Temperature: 79"F Barometric Reading: 29.99 inches H Title of Test Notes Drop Test As per FBC section 1618.4.6.3 Ippi Drop p Results 1 Passed Impacted center of lite. After impact the glass did not break. 2 Passed Impacted center of lite. After impact the glass did not break. 3 Passed Impacted center of lite. After impact the glass did not break. Quality Accuracy Assurance 1i elLeSLY-UL44OUL I welly Idavormory, lue, Florida State Cert. No. TST1657 Miami Dade County Cert. No: 14-0806.03 Report Date: 10/1/2015 Completion Date: 8/27/2015 Expiration Date: 8/27/2025 Miami Dade CountyAuth.No: FTL-15038 Page No. Page 9 of 14 Lab. Number: 8442 Project Number: 15-5732 nrcir1Al TFGT DFDnDT Sample: A-1 I Temperature: 83.17 Barometric Reading: 30.01 inches Hg Title of Test Notes Large Missile Impact Test Missile Weight Missile 9.25 pounds 2" by 4" by 92" long I L — I� Impact Speed Results Add. Info 1 49.6 ft/sec Passed 2 49.8 ft/sec Passed 3 49.9 ft/sec Passed 4 50.0 ft/sec Passed 5 49.8 ft/sec Passed 6 49.9 ft/sec Passed Duality Accuracy Assurance e: A-1 l Temperature: 83'F _ Title of Test Load Concentrated Load Test I 600.0 Ibs Florida State Cert. No. Miami Dade County Cert. No: Report Date: Completion Date: Expiration Date: Miami Dade County Auth. No: Page No. Lab. Number: Project Number: TST1657 14-0806.03 10/1/2015 8/27/2015 8/27/2025 FTL-15038 Page 10 of 14 8442 15-5732 Reading: 29.98 inches Hg As per FBC section 1618.4.6.1. A horizontal load was applied on center of the hand rail -- ----- -- --- Readingfi Defledion Permanent Set Results Add. Info 1 1.629" None Passed A-1 29.98inches Title of Test Load _Notes __ Concentrated Load Test 200.0 Ibs As per FBC section 1618.4.6.1. A horizont; was applied at the corner of the hand rail l ---ter----�r �1--'-- - II� �I II L � F p II l load I- Readingit I 1D Election — I 0 rm2 mnt set .I Passed — — —I-Add. Info — -- _—I tuutti4 .l a act, �IssLiru ,ce ebp , 6904.v Florida State Cert. No. TST1657 Miami Dade County Cert. No: 14-0806.03 Report Date: 10/1/2015 Completion Date: 8/27/2015 Expiration Date: 8/27/2025 Miami Dade CountyAuth. No: FTL-15038 Page No. Page 11 of 14 Lab. Number: 8442 Project Number: 15-5732 ncrirl Al TFCT aCDnnT Sample: A-1 I Temperature: 797 Barometric Reading: 29.97 inches Hg Title of Test Pressure Notes Design Load Test Positive Load I 40.0 psf __ B li I Reading# Deflection Permanent Set Results Add. Info 1 2.500" 0.003" Passed 0.085" 0.007" Passed ual Movement rC Actual Set Recovery Additional Info. 0.085" 0.007" 91.8% 4 s.n,a Florida State Cert. No. TST1657 Miami Dade County Cert. No: 14-0806.03 Report Date: 10/1/2015 Completion Date: 8/27/2015 Expiration Date: 8/27/2025 Miami Dade CountyAuth. No: FTL-15038 Page No. Page 12 of 14 Lab. Number: 8442 Project Number: 15-5732 urr1UAL ltbl KLFUKI Sample: A-1 I Temperature: 88°F Barometric Reading: 30.00 inches Hg ____ Title of Test Pressure Notes Design Load Test Negative Load 40.0 psf "------IF— II p� II I� I� II I' Reading# Deflection Permanent Set Results Add. Info 1 2.000" 0.002" Passed 2 J 0.016" 0.003" Passed Actual Movement Actual Set Recovery Additional Info. 2.) 0.016" 0,003" 81.2% Revision Description Author Effective Date 0 Initial Release Ms. Iliana Sanchez 10/1/2015 f e s r F M Florida State Cert. No. TST1657 Miami Dade County Cert. No: 14-0806.03 Report Date: 10/1/2015 Completion Date: 8/27/2015 Expiration Date: 8/27/2025 Miami Dade County Auth. No: FTL-15038 Page No. Page 13 of 14 Lab. Number: 8442 Project Number: 15-5732 Notes ' designates measurements by laboratory " as per manufacturer Fenestration Testing Laboratory Inc., does not have, nor does it intend to acquire or will acquire, a financial interest in any company manufacturing or distributing products tested or labeled by the Fenestration Testing Laboratory Inc. Fenestration Testing Laboratory Inc., is not owned, operated or controlled by any company manufacturing or distributing products it tests or labels. Drawings referenced in this document are an integral part of this report, therefore, are required when distributing this test report. Test results obtained represent the actual value of the tested specimens and do not constitute opinion, endorsement or certification by this laboratory. This test report is considered the exclusive property of the client named herein and is applicable to the sample tested. This report may not be reproduced without the approval of Fenestration Testing Laboratory, Inc. At conclusion of above tests, there was no apparent damage to fasteners and after impact the glass did break, but remained in place and there wasn't any apparent tear in the inter layer film. Test specimens were covered with 1.5 mil plastic sheeting to seal from air leakage when load test were performed, however this had no effect s >- P Florida State Cert. No. TST1657 Miami Dade County Cert. No: 14-0806.03 Report Date: 30/1/2015 Completion Date: 8/27/2015 Expiration Date: 8/27/2025 Miami Dade County Auth. No: FTL-15038 Page No. Page 14 of 14 Lab. Number: 8442 Project Number: 15-5732 OFFICIAL TEST REPORT Remarks Detailed drawings will be retained by Fenestration Testing Laboratory for a period of one year from the original test date, and test report for a period of four years. Due to the code cycle change it is recommended that this report be evaluated during the lifespan of this document. This product was tested in accordance with the Florida Building Code (2014) TAS 202 (loads) and TAS 201, with the deviation that only one sample was tested. This product was tested in accordance with ANSI Z-97.1-09 (FBC section 1618.4.6.3) with no deviations. This product was tested in accordance with the Florida Building Code section 1618.4.6.1(concentrated load test) with no deviations. Testing was conducted as per instructions received from the manufacturers company representative. Witnessed by: Ms. Idalmis Ortega, P.E. Technicians: Mr. Harold Anacona Mr. Gerresse Lee FENESTRATION TESTING LABORATORY, INC. f l . Mr. Manny Sanchez Chief Executive Officer RICE r't E/VGINEERING ASTM E985 TEST REPORT GR2457 HCB-10 Base Shoe and PG2475 Pad and Isolator Rendered to: R&B Wagner, Inc. 10600 W Brown Deer Rd Milwaukee, WI 53224 Report Number: Set-up Date: Test Date: Report Date: R15-06-210 09/25/2015 09/25/2015 10/06/2015 Project Identification: GR2457HCB-10 base shoe with PG2475 pad and isolator ASTM E985 Testing Project Scope: Rice Engineering was contacted by R&B Wagner, Inc. to witness testing of their GR2457 base shoe guardrail system, specifically the amount of deflection that would occur in 1/2" thick (9/16") tempered SGP laminated glass (1/4' / 0.060" SGP / 1/4") when pulled to design loads as described in ASTM E985 "Standard Specification for Permanent Metal Railing Systems and Rails for Buildings". On September 25, 2015, Joseph Bauer of Rice Engineering witnessed testing for the three different configurations. The testing was performed on -site at the R&B Wagner facility and was conducted by Kelly Bauserman. Conclusions: The SGP laminated glass lite was tested to a maximum deflection of 2.347" on the end and 1.785" at the center (ultimate test load of 365 Ibf). The allowable deflection was 3.5" at the left and 2.25" at the center. The residual deflection (measured at 90 Ibf) was 0.073". The allowable residual deflection was 0.45". There were no signs of deformation on the base shoe or any problems with the pad and isolators, therefore 1/2" thick (9/16") tempered SGP laminated glass passed the ASTM E985 test. Prepared & Witnessed By: Joseph D. Bauer, Wisconsin P.E. Report No: R15-06-210 October 6, 2015 G'"3 PO Box 423 1 BUTLa a, WI I 53007 UUU �J YYYY iiii 10600 W Dn__ Dn rt w. I mmwA rna, O 1 53224 ,. :.... PB 414.214. 0444 FAX 414.214.1326 MASTER TABLE ZERO POINT FOR CALCULATIONS Height of Rat? in. 42 Length of Rail in.) 48 Max Left Deflection [h/121 (in.) 3.5 Max Mid Deflection [ /24 + /96 in Z25 Max Residual Deflection 20% of Max Mid in 0.45 Front All inputs should be unadjusted Actual Actual Actual Left 2 (If Mid Left I § (f pcable) read outs from test lbsf lbsf lbsf Gcable) Deflection Reading @ 0 lbsf 0 4.219 0 4.484 0 4.467 Deflection Reading @ Pre -Load 180 lbsf) 179 3.037 180 Z942 180 Z921 Deflection Reading @ Released Test Load 1/2 Pre -load 3.585 90 3.619 90 3.585 Deflection Reading @ 150 lbsf 151 1 3.223 153 1 3.147 152 3.314 Deflection Reading @ 200 lbsf 200 2916 203 Z752 202 2.741 Deflection Reading @ 250 loaf 249 2-601 255 2331 255 Z328 Deflection Reading @300lbsf 301 2266 300 1.977 302 1.954 Deflection Reading @ Ultimate Test Load 365 lbs 365 1.876 364 1.474 365 1.465 Deflection Reading @ Released Test Load 1/2 Pre -load 91 3.478 90 3.549 92 3512 Back All inputs should be unadjusted Actual Actual Actual Left 2 (If read outs from test lbsf Mid lbsf Left (IfApp&able) Ibsf Applicable) Deflection Reading @ 0 lbsf 0 4.282 0 4.389 0 4342 Deflection Reading @ Pre -Load 181 3.029 185 2780 180 Z753 180 lbsf) Deflection Reading @ Released lest Load (1/2 Pre -load) 92 3.578 89 3.514 90 3.509 Deflection Reading @ 150 lbsf 151 3.202 155 1 3.022 151 3.010 Deflection Reading @ 200 lbaf 200 2891 200 Z642 202 2567 Deflection Reading @ 250 lbsf 252 Z551 250 Z202 252 Z134 Deflection Reading 300 lbsf 300 2232 301 1.76 300 1.714 Deflection Reading @ Ultimate Test Load 365 lbs 365 1.793 364 1.215 365 1.162 Deflection Reading @ Released Test Load 1/2 Pre-load)3.533 91 90 3.509 90 3.480 p tY _6 6 fi ��GasFFG 9 9 dm'�% 4 1 PO sox 423 1 BUTLER, W1 1 53oo� 10 0 W B.EW Deer ROAD I Mn.WAina:e, W1 I OML PH 414.214.0444 PAX 414.214.8326 Railr' System Load/DeBection T'estW Test Type Horizontal Load to 365 lbs per ASTM E985 per section 7.1.5 Submitted BT. KGB Submitted On. 10/06/ IS Test Focus (Part #a): 48" Long GR2457HCB-1 0, 1/2" Laminated with SGP Interlayer, PGIS050, PG2475 Railing Type: Shoe molding, 4 panel grips, with glass and unsupported sides Railing Specifications: 42" (TOR) No caprail. 12" C-C hole locations Test Method: 3651bf load per ASTM standards Test Specifications per ASTM E985 Results System Calculations Load bs Displacement (in.) Midtail Left Left 2 Test Av g' Pre Load 180 (lbsf) Preload 0.548 0.677 0.664 0.6297 Released Test Load 90 (Ibsf) RTL 0 0 0 0.0000 150 0.362 0.472 0.271 0.3683 Ultimate Test Load 365 (lbst) 200 0.669 1 0.844 0.7933 250 0.984 1.288 1.257 1.1763 Deflection Specifications Per ASTM E985 300 1.319 1.642 1.631 1.5307 Max Mid Deflection (h/24)+(1/96) = 2.25 in UTL 1.709 Z145 1 2.12 1.9913 Max Left Deflection (h/12) = 35 in RD 0.107 0.07 0.073 0.0833 Residual Deflection (At RTL) 20% of MD = 0.45 in Notes Midrail at 0 lbf =4.1 Potentiometer cannot be zeroed, so calculations are done manually Shoe mounted to steel Conclusions Rail meets ASTM Standard for Max. Allowed Deflection for Mid Rail meets ASTM Standard for Residual Deflection Rail meets ASTM Standard for Max. Allowed Deflection for Left 1 Rail meets ASTM Standard for Max. Allowed Deflection for Left 2 Horizontal Load Test- F=n # EF.03.007.HRZ.R1 a' 0.5000 Load (Ibsf) TEST PHOTOS Initial Setup: Mid Preload of 180 lbsf Actual Deflection of 0.548 in Release Test Load of 90 lbsf Ultimate Test Load of 365 lbsf Actual Deflection of 1.709 in Initial Setup: Left 1 Residual Deflection at 90 lbsf Actual Deflection of 0.107 in Preload of 180 lbsf Actual Deflection of 0.677 in Release Test Load of 90 lbsf Ultimate Test Load of 365 lbsf Actual Deflection of 2.145 in Residual Deflection at 90 lbsf Actual Deflection of 0.07 in Initial Setup: Left Preload of 180 lbsf Actual Deflection of 0.664 in Release Test Load of 90 lbsf Ultimate Test Load of 365 lbsf Actual Deflection of 2.12 in Residual Deflection at 90 lbsf Actual Deflection of 0.073 in IT'S I 77 88 99 3 P. �'^4 A „- PO BOX 423 I BUTLER. WI 1 53007 10600 W BAo DexRRo I M WAUICYe. W 1 332tA PH 414. 214.0444 FAX 414.214. 8326 Raxnfr System Load/DeBectton Tesdn Test Type Horizontal Load to 365 Is per ASTM 985 per section 7.1.5 Submitted By. KGB Submitted Cm. 10/06/15 Test Focus (Part #s): 48" Long GR2457HCB-10,1/2" Laminated with SGP Interlayer, PGIS050, PG2475 Railing Type: Shoe molding, 4 panel grips, with glass and unsupported sides Railing Specifications: 42" (TOR) No captaiL 12" C-C hole locations Test Method: 3651bf load per ASTM standards Test Specifications per ASTM E985 Results System Calculations Load (lbs� Displacement Midrail (in.) Left Left 2 Test AVG Pie Load 180 (Ibsf) Preload 0.549 0.734 0.756 0.6797 Released Test Load 90 (Ibs f) RTL 0 0 0 0.0000 150 0.376 0.492 0.499 0.45566667 Ultimate Test Load 365 (lbsl) 200 0.687 1 0.942 0.8337 250 1.027 1.312 1375 1.2380 Deflection Specifications Per ASTM E985 300 1.346 1.754 1.795 1.6317 Max Mid Deflection (h/24)+(1/96) = 22S in UTL 1.785 1 2.299 1 2347 2-1437 Max Left Deflection (h/12) = 35 in RD 0.045 1 0.005 1 0.029 0.0263 Residual Deflection (At RTL) 20% of MD = 0.45 in Notes Mtdrail at 0lbf = 438 in Potentiometer cannot be zeroed, so calculations are done manually Shoe mounted to steel Conclusions Rail meets ASTM Standard for Max. Allowed Deflection for Mid Rail meets ASTM Standard for Residual Deflection Rail meets ASTM Standard for Max. Allowed Deflection for Left 1 Rail meets ASTM Standard for Max. Allowed Deflection for Left 2 Horizontal toad Test -Fo® # EF.03.007.1-MA1 2.5000 a 2.0000 1 2 3 4 5 6 7 Load pbsf7 TEST PHOTOS Initial Setup: Mid Pteload of 1801bsf Actual Deflection of 0.549 in Ultimate Test Load of 365 lbsf Actual Deflection of 1.785 in Release Test Load of 90 lbsf Residual Deflection at 90 lbsf Actual Deflection of 0.045 in Initial Setup: Left 1 Z . _ k p 4 :zM ✓fix by % yv 4 fri\ S4 a > q 1e f � t im rm� T Preload of 180 lbsf Actual Deflection of 0.734 in Ultimate Test Load of 365 lbsf Actual Deflection of 2.299 in Release Test Load of 90 lbsf Initial Setup: Left Preload of 180 lbsf Actual Deflection of 0.756 in Release Test Load of 90 lbsf Ultimate Test Load of 365 Ibsf Actual Deflection of 2.347 in Residual Deflection at 90lbsf Actual Deflection of 0.029 in