HomeMy WebLinkAboutProduct Review; Fiberglass Steps01-37911.04
Pugc 6 cf 6
Test Summary:
Test I - Dimension Verifieation: The deck structure met ail of the listed code requirements
for dimensional acceptance.
Test 2 - Vertical Load (300 ib treadload over 4 sq. in.) The stair tread achieved the 2x
design load as required by code agencies racial a recovery of 83%. The stair tread also
achieved the 2.5x design load as required by BOCA without structural failure.
Photographs of the systems teshxL and a copy of this report will be retained by All for a period
of four -years. This report 'is tL- exclusive property of the client so named herein and. is
applid le only to the sample tested. Results obtained are tested dues and do not constitute an
opinion or endorsement by this laboratory or any of its representatives. This report may not be
reproduced, except in full, without the approval of Architectural Testing,
For ARCHITECTURAL, TESTING, INC.
Joseph M. Briekner -
Technician
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oseph A. Reed, P.E.
Director - Engineering and Product Testing
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01 a7911.04
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Steven M. Urich, P.E.
Senior Project Engineer
.RAD.C.0 TEST REPORT
Te8t Report Nb- RAD-30'77
Project No. C-8329
Lab No. TL-2-117
Ne.gative'Wind.Pressure Load Tests per ASTM D5206 on D4.5 Siding
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3220 E. 59th Street E-
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Long Beach, CA 90805
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Telephone. 5.62-272.-7231
No.12-
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Prepared by:
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Issued: July-2002
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RECEIVED
FEB ® 3 2021
Permitting Department
St, 6uelo County
Reek and Pan Assembly
Test #2 - Setup
FILE COPY