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<br />PG T Industries
<br />
<br />NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
<br />
<br />A. DRAWINGS
<br />1. Manufacturer's die drawings and sections.
<br />2. Drawing No 6223, titled 2" Heavy Wall, Elevations Aluminum Tube Clipped
<br />Mullion, Sheets 1 through 5 of 5, dated 04/28/00, with revision "C" on 05/03/06,
<br />prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E.
<br />
<br />B. TESTS
<br />1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, T AS 202-94
<br />2) Large Missile Impact Test, FBC, TAS 201-94
<br />3) Cyelk Loading Test, per FBC, TAS 203-94
<br />along with installation diagram of a pair of fixed aluminum windows (00
<br />configuration) 60" x 54" mulled together with a Ix 2 x std. wall mullion, prepared
<br />by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2902, dated
<br />01/05/01, signed and sealed by Antonio Acevedo, P.E.
<br />HSubmitted under NOA# 04-0528.06"
<br />2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94
<br />2) Large Missile Impact Test, FBC, TAS 201-94
<br />3) Cyclic Loading Test, per FBC, TAS 203-94
<br />along with installation diagram of a pair of fixed aluminum windows
<br />(OOconfiguration) 80" x 76" mulled together with a Ix 4 x std. wall mullion,
<br />prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2903,
<br />dated 01/05101, signed and sealed by Antonio Acevedo, P.E.
<br />"Submitted under NOA# 04-0528.06"
<br />3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, T AS 202-94
<br />2) Large Missile Impact Test, FBC, TAS 201-94
<br />3) Cyclic Loading Test, per FBC, T AS 203-94 discussed
<br />along with installation diagram of a pair of fixed aluminum windows with a
<br />transom lite (0/00 configuration) mulled together with a Ix 2 x W' wall vertical
<br />and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing
<br />Laboratory, Inc., Test Report No. FTL-2975, dated 01123/01, signed and sealed
<br />by Antonio Acevedo, P.E.
<br />"Submitted under NOA# 04-0528.06"
<br />
<br />C. CALCULATIONS
<br />1. Revised Anchor Calculations and structural analysis, complying with FBC-2004,
<br />prepared by PGT Industries, dated 01123/06, signed and sealed by Robert L.Clark,
<br />P.E.
<br />
<br />~
<br />
<br />Jaim~ I>:-Gascon, P.E.
<br />Chief, Product Control Division
<br />NOA No 06-0125.08
<br />Expiration Date: June 28, 2011
<br />Approval Date: June OS, 2006
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<br />E -1
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