EASY GLASS MAX FASCIA MOUNT MOD.6935

Transcription

1 OFFICIAL TEST REPORT (FBC, IBC: 2012, ANSI Z97.1, ASTM E2353 E2358) EASY GLASS MAX FASCIA MOUNT MOD.6935 Glass: Laminated and tempered glass - 8mm/.09SGP/8mm

2 HURRICANE ENGINEERING & TESTING INC. ISO Accredited Computer Controlled Product Testing Wind Load Design, Analysis & Evaluation Glass Balustrade Railing Test IBC 2015/FBC 2014 (Areas not requiring Wind Pressure Rating) (Interior and Exterior Application Excluding HVHZ and Wind Borne Debris Region) National Building Code of Canada 2015 (For Interior and Exterior Application) July 5, 2016 & Jan 20 th 2017 REPORT NUMBER: HETI MANUFACTURER: TEST LOCATION: Q-railing Europe GmbH & Co. KG Max-Planck-Str. 7, Emmerich am Rhein, Germany Hurricane Engineering & Testing Inc NW 97 th Avenue, Doral, Florida, NOTIFICATION NUMBER: HETI16001 (MIAMI-DADE COUNTY, FLORIDA LAB. CERTIFICATION No.: (MIAMI-DADE COUNTY, FLORIDA) IAS. CERTIFICATION No.: TL-296 (ISO ) FBC ORGANIZATION No: TST1691 FBPE Certificate of Authorization Number: 6905 PRODUCT: Max Fascia Mount PRODUCT SIZE: 142 wide x 44 high (non-fixed end) 142 ¼ wide x 44 high (fixed end) TEST SUBSTRATUM: Concrete Compressive strength 4030 PSI, HETI-16-C100. DRAWING NO.: by Q-Railing, consisting of 3 pages dated 4/27/ DESIGN LOADS (psf): TEST WITNESSED BY: Not Applicable, Wind Loads not Performed. Syed Waqar Ali, Ph. D. (HETI) Dr. Nasreen K Ali, E. I. (HETI) Mr. Eugenio Rivera (HETI) Mr. Samuel Hanna (Manufacturer) Mr. Rafael E. Droz-Seda, P.E. (HETI) (Exterior View) 6120 NW 97th Avenue, Doral, Florida, Phone Fax Report No. HETI , Page 1 of 7

3 Testing Standards: 1. Florida Building Code (FBC) International Building Code (IBC) 2015, and as per ICC-ES Acceptance Criteria AC Interior and Exterior National Building Code of Canada (NBC) Testing Sequence (All tests performed on a single specimen): 1. Infill concentrated load test on 4 x4 and 12 x 12 squares. 2. ANSI Z (R1994) Sec 5 for Class A & CPSC 16 CFR Part 1201 for Class II as per Section & of FBC Lateral and Downward Loads Test as per FBC/IBC Section and Section 1625 and ASTM E (Re-approved 2006) Sec. 4.3 (AC 439) and ASTM E (Reapproved 2010) and Section 3.3 and 9.8 of NBC. 4. Horizontal and Vertical Loading per IBC/FBC section and ASTM E (Reapproved 2006) Sec. 4.3 (AC 439) and ASTM E (Reapproved 2010) and AC439 Section 4.3 with a safety factor of four. 5. Safety Glazing Testing as per ASTM E Section 13.3 & 13.4 (Type V) CONSTRUCTION DETAILS SPECIMEN SELECTION AND IDENTIFICATION Number of Specimens 1 Method of Choosing Provided by Manufacturer Size of Specimen 141 ¾ wide x 51 high (non-fixed end) 142 3/8 wide x 52 high (with fixed end) Configuration Fixed Distance between Glass Lites ½ Hand Rail Top rail was installed COMPONENTS & HARDWARE Drawing No. Description Overall Dimension (in) Maximum Thickness (in) Material 6120 NW 97th Avenue, Doral, Florida, Phone Fax Report No. HETI , Page 2 of 7 Quantity XX Easy Glass Max Fascia Mount 3.20 x T Top Rail 1.44 x S.S Wall Bracket 3.56 x S.S Inlay 3.97 x 1.45 x ABS Plastic Safety Wedge 4.26 x ABS Plastic Top Rail Gasket 0.82 x EDPM Inner Glazing Base Gasket 0.38 x EDPM Outer Glazing Base Gasket 0.28 x EDPM 1 Note: S.S. Stainless Steel Glazing Material Laminated glass (NOA) by Kuraray America, Inc. consisted of: 8 mm nominal (0.320 actual) Tempered Glass Interlayer SentryGlas by Kuraray America, Inc. 8 mm nominal (0.320 actual) Tempered Glass 11/16 nominal (0.730 actual) total thickness Glazing Material Fabricator Cardinal LG Glass Size and Quantity (3) 46 ¾ wide x 47 3/16 high DLO: (3) 46 ¾ wide x 41 ¼ high Glazing Method (21) Inlays were laid into the fascia mount extrusion at 3 ½ from the end and 6 ¾ on center. The glass was then installed, leveled, and set

4 Substrate into place by installing a continuous row of safety wedges, which were installed across the entire base, on the opposite side of the glass. A ½ gap was left between each glass panel. The safety wedges were secured by hammering them down to a depth specified by the manufacturer using a manufacturer provided tool. Next the inner glazing base gasket, with a Shore A Hardness of 65, was installed on the interior, and an out glazing base gasket, with a Shore A Hardness of 65, was installed on the exterior of the glass. Lastly, the top rail gasket, with a Shore A Hardness of 65, was installed on top of the glass followed by the top rail PSI Concrete Installation The fascia mount extrusion was installed onto the concrete substrate using (27) ½ x 5 masonry anchors, part no , located at 2 ¾ from the right end and then every 5 ¼ on center with a minimum edge distance of 3 ¾. Note: For loads noted using a fixed end, a wall bracket was installed using (3) #10 x 3/16 anchors. INSTRUMENTATION 1. Digital Deflection Gauge System: HETI and HETI Manual Hydraulic Pump and Cylinder 3. Force Measurement System: HETI and HETI Test Wall System B, Pressure Transducer HET I Test Wall System B, Deflection Gage HETI 0172 Test Date: Jan 20, 2017 Description of Location TEST RESULTS 4 x 4 Infill Test (Lateral Load) Duration (sec) Force Applied (lbs) Center of Edge of Middle Lite Center of Edge of Middle Lite Test Date: Jan 20, 2017 (Exterior view) 12 x 12 Infill Test (Lateral Load) Description of Location Duration (sec) Force Applied (lbs) Center of Edge of Middle Lite Center of Edge of Middle Lite NW 97th Avenue, Doral, Florida, Phone Fax Report No. HETI , Page 3 of 7

5 (Exterior view) Safety Glazing Testing as per ANSI Z (R1994) TEST PROCEDURE The test specimen as described in construction details was tested. The sample was impacted at center of each glass with a 100-pound lead Impactor. The Impactor was constructed as specified in ANSI Z (R1994). The drop height and test results are summarized in table below. TEST RESULTS Test Date: June 3, 2016 No. Drop Height (in) Results Center of Left Glass Lite 1 12 Glass was intact and no damaged was observed Glass was intact and no damaged was observed Glass was intact and no damaged was observed. Center of Middle Glass Lite 1 12 Glass was intact and no damaged was observed Glass was intact and no damaged was observed Glass was intact and no damaged was observed. Center of Right Glass Lite 1 12 Glass was intact and no damaged was observed Glass was intact and no damaged was observed Glass was intact and no damaged was observed. - Impact Locations (interior view) 6120 NW 97th Avenue, Doral, Florida, Phone Fax Report No. HETI , Page 4 of 7

6 Horizontal and Vertical Loading per ASTM E (Reapproved 2006) Sec. 4.3 (AC 439) and ASTM E (Reapproved 2010), (FBC Section & ). Test Date: June 10, 2016 and June 13, 2016 Horizontal Load Application Loc #1 Loc #2 Loc #3A Force Time Deflection Set Deflection (in) Set Deflection Set (lbs) (Sec) (in) (in) (in) (in) (in) Start End Start End Start End (3B) From Interior Side Ext Side Vertical Load Application Horizontal and Vertical Loading Points: (location 1 up to 400 lbf without end clip and with clip thereafter.) Top Rail Test Date: June 13, 2016 Description of Location Duration (sec) Force Applied (lbs) Deflection (in.) Set (in.) Recovery (%) Horiz. Center of Top Rail Vert. Center of Top Rail Center Glass was removed prior to applying load. Railing and Glass were intact and no damaged was observed NW 97th Avenue, Doral, Florida, Phone Fax Report No. HETI , Page 5 of 7

7 Test Date: June 13, 2016 Description of Location Duration Force Applied Deflection Set Recovery (sec) (lbs) (in.) (in.) (%) Horiz. Center of Top Rail Vert. Center of Top Rail Right Corner Glass was removed prior to applying load and the corner was fixed using the wall bracket. Railing and Glass were intact and no damaged was observed. Safety Glazing Testing as per ANSI Z (R1994) TEST PROCEDURE The test specimen as described in construction details was tested. The sample was impacted at center of each glass with a 100-pound lead Impactor. The Impactor was constructed as specified in ANSI Z (R1994). The drop height and test results are summarized in table below. TEST RESULTS Test Date: June 13, 2016 No. Drop Height (in) Results Center of Left Glass Lite 1 60 Glass was intact and no damaged was observed. Center of Middle Glass Lite 1 60 Glass was intact and no damaged was observed. Center of Right Glass Lite 1 60 Glass was intact and no damaged was observed. Test Date: June 13, Impact Locations (interior view) No. Drop Height (in) Results 8 Below the Top of the Top Rail of Left Glass Lite 1 60 Glass was intact and no damaged was observed. 8 Below the Top of the Top Rail of Middle Glass Lite 1 60 Glass was intact and no damaged was observed. 8 Below the Top of the Top Rail of Right Glass Lite 1 60 Glass was intact and no damaged was observed. - Impact Locations (interior view) 6120 NW 97th Avenue, Doral, Florida, Phone Fax Report No. HETI , Page 6 of 7

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