HomeMy WebLinkAboutDeck and Rail Assembly ManualDeck end Raf7 Assembly
Test #2 - Setup
FILE COPY
01-37911.04
Page 6 of 6
Test Summary:
Test I - Dimension Verifiea;tion: The deck structure met all of the listed code requirements
for dimensional acceptance.
Test 2 - Vertical Load (300 lb treadload over 4 sq. in) The stair tread achieved the 2x
design load as required by code agencies with a recovery of 83%. lye stair tread also
achieved the 2.5x design load as required by BOCA without structural failure.
Photographs of the systems tested, and a copy of this report will be retained by An for a period
of fora •years. This report 'is ft exclusive property of the client so named herein and is
applicable only to the sample tested. Results obtained are tested values and do not constitute an
opinion or endorsement by this laboratory or any of its representatives. Thiss report may not be
reproduced, except in full, without the approval of Architectural Testing.
For ARCHITECTURAL, TESTING, INC.
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Joseph M. Briekner -
Teclmician
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Joseph A. Reed, P.E.
Director - Engineering and Product Testing
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01-37911.04
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Steven M. Urich, P.E.
Senior Project Engineer
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RADCO TEST REPORT
Test Report.No- RAD-3077
Project No. CBM
Lab No. TL-2117
Negative Wind Pressure Load Tests per ASTM D5206 on D4.5 Siding
Prepared for
STYLECREST MANUFACTURING
ialulRafllq[�i. , 600 Hagerty Drive
E OF "Li, Fremont, Ohio•43420
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RADCO
Resources,
Applications, Designs and Controls,. Inc
TD
Listing and Testing Division
3220 E. 59th Street
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Long Beach, CA gosm
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Telephone: 562 272-7231
Facsimile: $62-529-7513
$TAr> OF
www.radcoinc.com
Prepared by:
San}ay °Jay" Mishra; Director
Testing Latotatodea&,Code Interface Services
RADOO
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Issued: July 2002
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Submitted by:.,
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Michael L.,Zieman, P.E.
President
addressed: pehhisslhn is
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6Y. tnoBYmlie Is p[o1i1B1!ed.wilho"a eeprnscepAmml and WnctafonCa o},hd addressee.