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a Y <br /> tt m <br /> 3 IMPACT MULLION - VERTICAL DESIGN PRESSURE RATINGS <br /> m w <br /> SEE SHEET 2 FOR MULLION SPAN/WINDOW WIDTH ILLUSTRATION � � � <br /> � I <br /> � o � <br /> o c � <br /> VERTICALMULLION DESIGN PRESSURE(psf) z w € <br /> ~ �� a <br /> Mull Span vs. Vertical Mullion Height(Span)/Window Height(in) ' W R � <br /> Window Width 84 82 80 78 76 74 72 70 68 66 64 62 60 58 56 a a � <br /> � <br /> 26 60.2 61.9 63,8 65.7 67.8 70.0 72.4 75.0 77.7 80.0 80.0 80.0 80.0 80.0 80.0 Q � <br /> 28 56.7 58.3 60.1 62.0 64.0 66.1 68.4 70.8 73.5 76.3 79.3 80.0 80.0 80.0 80.0 N <br /> 30 53.7 55.3 57.0 58.8 60.7 62,8 65.0 67.3 69.9 72.6 75.6 78.8 80.0 80.0 80.0 z N <br /> 32 51.0 52.6 54.2 56.0 57.9 59.9 62.0 64.3 66.8 69.4 72.3 75.5 78.9 80.0 80.0 � a sg o <br /> 34 48.8 50.3 51.9 53.6 55.4 57.3 59.4 61.6 64.1 66.7 69.5 72.6 76.0 79.7 80.0 � °'�3 a <br /> zN w � <br /> � 36 46.8 48.2 49.8 51.4 53.2 55.1 57,1 59.3 61.7 64.3 67.1 70.1 73.5 77.1 50.0 � �w a o � <br /> Y 38 45.0 46.4 47.9 49.5 51.3 53.2 55.2 57.3 59.7 62.2 65.0 68.0 71.3 75.0 79.0 o W �a <br /> .a °�o�� c� <br /> � 40 43.4 44.8 4b.3 47.9 49.6 51.4 53.4 55.5 57.9 60.4 63.1 66.1 69.4 73.1 77.1 Q m�G W m a � < <br /> 3 42 42.0 43.4 44.8 46.4 48.1 49.9 51.9 54.0 56.3 58.8 61.5 64.5 67.8 71.5 75.6 �o Y�z ���Z � <br /> O pU=� a o <br /> � 44 40.7 42.1 43.5 45.1 46.8 48.6 50.5 52.6 54.9 57.4 60.1 63.1 66.4 70.1 74.3 Z?�W� E 0� <br /> � 46 39.6 40.9 42.4 43.9 45.6 47.4 49.3 51.4 53.7 56.2 58.9 61.9 65.3 69.0 73.2 t o 4 W° ��� <br /> 4 8 3 8.6 3 9.9 4 1.3 4 2.9 4 4.5 4 6.3 4 8.2 5 0.3 5 2.6 5 5.1 5 7.9 6 0.9 6 4.3 6 8.1 7 2.3 �N a=� ��q 3 <br /> 50 37.7 39.0 40.4 41.9 43.6 45.3 47.3 49.4 51.7 54.2 57.0 60.0 63.5 67.3 71.7 3 N`� � <br /> 52 36.8 38.1 39.6 41.1 42.7 44,5 46.4 48.6 50.9 53.4 56.2 59.3 62.8 66.8 71.2 > ? 1���0 <br /> 54 36.1 37.4 38,8 40.3 42.0 43.8 45.7 47.8 50.2 52.7 55.6 58.8 62.3 66.4 70.9 a g �� � <br /> 56 35.4 36.7 38.1 39.7 41.3 43.1 45.1 47.2 49.6 52.2 55.1 58.3 62.0 66.1 70.8 � g �e�� <br /> - > � c <br /> 3" IIVIPACT MULLION - HORIZONTAL DESIGN PRESSURE RATINGS <br /> SEE SHEET 3 FOR MULLION SPAN/WINDOW VVIDTH ILLUSTRATION <br /> HORIZONTAL MULLION DESIGN PRESSURE(psf) <br /> Mull Span vs. Transom Height(in) <br /> Transom Height 12 14 16 18 20 22 24 26 28 30 32 34 36 38 4O FbndaJP.E.No.d9 52 <br /> � = v �'Y6 0�.� �Q.� 0�.� ��.Q ��.0 ��.0 �Q.� ��.� ��.� 0�.� 0�.� 00.� O�.Q ��.� HO.O `o`e�pt`,1�ENa�pq�� <br /> � � � 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 79.2 77.9 76.9 76.0 75.2 74.6 �• "°•"" `�` <br /> ' : �+��¢' <br /> Q 50 80.0 80.0 80.0 80.0 80.0 80.0 78.4 76.7 75.1 73.7 72.5 71.5 70.6 69.8 69.2 ='' °'"`°` '": <br /> -�•�... r �`�: <br /> O C N �"'%FSs�°.".:y�;0,`` <br /> c � 0 52 80.0 80.0 80.0 79.8 77.4 75.2 73.3 71.7 70.2 68.9 67.7 66.7 65.8 65.1 64.4 �""•-�°""��° <br /> � C = DigitallysignedbyRobertJ. <br /> L 3 54 80.0 80.0 77.3 74.8 72.5 70.5 68.8 67.2 65.8 64.5 63.4 62.4 61.6 60.8 60.2 Amoruso <br /> �' � 56 78.2 75.2 72.6 70.2 68.2 66.3 64.6 63.1 61.8 60.6 59.5 58.6 57.8 57.0 56.4 DN:cn=Robert J.Amoruso,o, <br /> ou=PTC Product Design Group, <br /> _ __-_ _ _ _ ___ email=robert@pto-corp.com,c=US <br /> - - Datei 2015.0&.27 08:5637=04'00' - <br />