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. � <br /> ��� 97205 01-50]-47 <br /> Architectural Testing Page4of�� <br /> Test Specimen Description: (Continued) <br /> Reinforcement� The lock rail contained a custom-shaped, formed steel reinforcement, <br /> l�eference Drawing No UY0095. The extei meeting rail, all sash stiles, and bottom rail <br /> contained a custom-shaped, foi steel reinfoi•cement, reference Drawing No UY0094 <br /> lnstallation The unit was installed in a wood buck constr of Spruce-Pme-Fir <br /> construction lumber and secured through the jambs using four #8 x 2-1/2" long screws, one <br /> at the top aiid bottom of each jamb. The exterior and interior pei•imeter was sealed with a <br /> silicone sealant, with the exception of an approximate 4" long void at each interior sill <br /> ce�rner A nominal 1/8" gap was maintained at the perimeter between the buck and window <br /> fi�ame <br /> Test Results The teinperature during testing was 67° F The results are tabulated as follows <br /> Para�.;i Title of Test - Test Method Results Allowed <br /> 1-� 2 1 Structural Perfot Test per ASTM E 330 <br /> (Loads were held for 10 seconds) <br /> 1�•2 1 I 25 0 psf (positive) No damage No damage <br /> 1.4'• 1 2 12 5 psf (negative) No damage No dama e <br /> � <br /> I� 2? Air Infiltration Test pei ASTM E 283 <br /> 1 57 psf (25 mph) 0 13 cfm/tt� 0.5 cfin/ft� max <br /> �`� �-� Water Resistance Test per ASTM E 547 <br /> (with and wrthout insect screen) <br /> 2 86 sf <br /> P No leakage No ]eakage <br /> AAMA 1704-01 <br /> 3 1 1 Clear opening width 31-5/8" 20" <br /> 3 1 2 Clear opening hcight 32_3/4�� 24�� <br /> 3• 1-3 Clear open�tig ai�ea 7 2 ft� 5 0 ft' <br /> 3 �� � Locks and ]atches 4 lbf <br /> 20 lbf <br /> 3 ��� Operable sash 16 lbf 20 lbf <br /> -� 2 3 Removable screen 4 lb 5 lb <br /> 1140 Lincoln Avenue <br /> Springdale, PA 15144 <br /> phone 724-275-7100 <br /> fax 724-275-7102 <br /> www archtest.com <br />