PGT Industries
<br /> NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
<br /> A. DRAWINGS
<br /> 1. Manufacturer's die drawings and sections.
<br /> 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall, Elevations
<br /> Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04 /28/00,
<br /> with last revision on 05/30/06, signed and sealed by Robert L. Clark, P.E.
<br /> B. TESTS
<br /> I. 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 alum. windows (00
<br /> configuration) 60" x 54" mulled together with a lx 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 /> "Submitted under NOA# 04- 0528.04"
<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 alum. windows (00
<br /> configuration) 80" x 76" mulled together with a lx 4x std. wall mullion, prepared
<br /> by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated
<br /> 01/05/01, signed and sealed by Antonio Acevedo, P.E.
<br /> "Submitted under NOA# 04- 0528.04"
<br /> 3. 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 alum. windows with a transom
<br /> lite (0/00 configuration) mulled together with a lx 2 x 3/4" wall vertical mullion
<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 01/23/01, signed and sealed
<br /> by Antonio Acevedo, P.E.
<br /> "Submitted under NOA# 04- 0528.04"
<br /> C. CALCULATIONS
<br /> 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004,
<br /> prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L.
<br /> Clark, P.E.
<br /> Jaime D. G : on, P.E.
<br /> Chief, Product Control Division
<br /> NOA No 06-0125.06
<br /> Expiration Date: June 28, 2011
<br /> Approval Date: July 20, 2006
<br /> E -1
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