METRO-DADE COUNTY PERFORMANCE SUMMARY TEST REPORT

Rendered to:

Fleetwood Aluminum Products, Inc.

2485 Railroad Street

Corona, California 91720

Report No.:03-31366.02

Date:05-02-02

Project Summary: Architectural Testing, Inc. (ATI) was contracted by Fleetwood Aluminum Products to perform test on Series/Model “YUKON500T” six window system. Test specimen consisting of two windows mulled side by side, measured 7' 11-1/2" wide by 6' 0" high and was tested in accordance with the following requirements Metro Dade County Protocols:

PA 201-94, “Impact Test Procedures”

PA 202-94, Criteria for Testing Impact and Non Impact Resistance Building Envelope Components Using Static Air Pressure Loading”.

PA 203-94, “Criteria for Testing Products Subject to Cyclic Wind Pressure Loading”.

The samples tested met the performance requirements set forth in the protocol for a ± 65 psf Design Load rating. This results summary is for information only and is not an official report. The official results of this testing will be documented in ATI Report No. 03-31366.02

Test Results are tabulated as follows:

Test UnitTitle of TestResults1

Air Infiltration

@ 1.57 psf ( mph)<0.01 cfm/ft

Indicators2

#1#2#3

Structural Loads (Positive)

@ 1/2 Test Pressure (48.75 psf)

Maximum Deflection0.1200.2500.060

Permanent Set0.0200.0200.010

Structural Loads (Positive)

@ Design Pressure (65 psf)

Maximum Deflection0.1500.3400.080

Permanent Set0.0100.0100.010

Structural Loads (Negative)

@ 1/2 Test Pressure (48.75 psf)

Maximum Deflection0.1600.2400.100

Permanent Set0.0200.0200.010

Structural Loads (Negative)

@ Design Pressure (65 psf)

Maximum Deflection0.3000.4400.700

Permanent Set0.0200.0400.050

Water Infiltration

@ 15% Design Pressure (9.75 psf)No Penetration

Indicators2

#1#2#3

Structural Loads (Positive)

@ Test Pressure (97.5 psf)

Maximum Deflection0.3500.6400.240

Permanent Set0.0300.0500.030

Structural Loads (Negative)

@ Test Pressure (97.5 psf)

Maximum Deflection0.4700.7000.370

Permanent Set0.0200.0300.030

Test Results: The following results have been recorded:

Protocol PA 201-94 "Impact Test Procedures"

Missile Weight: lbs

Muzzle Distance from Test Specimen: 12 ft.

Test Unit #

Impact #1: Missile Velocity: 49 fps

Impact Area1:Lower right corner

Impact #2: Missile Velocity: 49 fps

Impact Area1:Midspan of right panel

Impact #3: Missile Velocity: 47 fps

Impact Area1:Midspan of the mullion

Impact #4: Missile Velocity: 49 fps

Impact Area1:Lower corner of the fixed unit

Impact #5: Missile Velocity: 48 fps

Impact Area1:Midspan of the left panel

Protocol PA 203-94"Cyclic Wind Pressure Loading"

Design Load: 65 psf

Table 1 "Cyclic Wind Pressure Loading" Section 2315, South Florida Building Code.

POSITIVE LOADING

Pressure
Range
(psf) / No. of
Cycles / Average
Cycle Time (sec.) / Maximum Deflection (in.)
1 / 2 / 3
13.0 to 32.5 / 3500 / 2.62 / 0.100 / 0.310 / 0.160
0.0 to 39.0 / 300 / 2.96 / 0.130 / 0.440 / 0.220
32.5 to 52.0 / 600 / 2.74 / 0.150 / 0.510 / 0.250
19.5 to 650 / 100 / 7.85 / 0.200 / 0.600 / 0.320
Permanent Set1: / 0.030 / 0.270 / 0.200

NEGATIVE LOADING

Pressure
Range
(psf) / No. of
Cycles / Average
Cycle Time (sec.) / Maximum Deflection (in.)
1 / 2 / 3
19.5 to 65.0 / 50 / 3.47 / 3.47 / 0.625 / 0.470
32.5 to 52.0 / 1050 / 2.59 / 2.59 / 0.510 / 0.450
0.0 to 39.0 / 50 / 3.88 / 0.388 / 0.430 / 0.400
13.0 to 32.5 / 3350 / 2.51 / 0.400 / 0.400 / 0.340
Permanent Set1: / 0.110 / 0.130 / 0.230

Result: Pass/Fail

1"Doors and windows shall be operable after this test." (Reference PA 203-94, Section 5 4).