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ITW TAPCON INTO HOLLOW BLOCK DESIGN PRESSURE CHART(PSF)FOR NON-IMPACT ANGLED VERTICAL MULLION,1373/1376 /rq_ ___���r-�v-�� <br /> �� � <br /> OPININGWIDTH(in.) WINDOW SYSSE�iS <br /> 48 54 6U 66 72 78 84 )ll y6 1112 lOG 1900 SW 44TH AVE. <br /> 24 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 OCALA,FLORIDA 34474 <br /> d <br /> 30 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 www.Cws.CC <br /> x 3G 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 <br /> � 42 120.0 120.0 115.2 110.9 108.0 106.3 105.8 105.8 105.8 105.8 105.8 ��G�p <br /> W 48 108.0 100.2 94.3 89.8 86.4 84.0 82.3 81.3 81.0 51.0 81.0 IViULL BAR <br /> a 54 92.6 85.3 79.8 75,4 72.0 69.4 67.3 65.8 64.8 64.2 64.0 NON-IMPACT <br /> � GO 81.0 74.3 69.1 65.0 617 59.1 57.0 55.3 54.0 53.0 52.6 <br /> G6 72.0 65.8 61.0 57.1 54.0 51.5 49.4 47.7 46.3 45.2 44.6 � ^ <br /> 72 64.8 59.1 54.6 50.9 48.0 45.6 43.6 41.9 40.5 39.3 38.7 � m � <br /> 76 60.8 55.3 51.0 47.5 44.7 42.3 40.4 38.8 37.4 36.2 35.6 <br /> o � <br /> ITW TAPCON or ELCO ULTRACON INTO SOLID CONCRETE DESIGN PRESSURE CHART(PSF)FOR NON-IMPACT ANGLED VERTICAL � w � <br /> MULLION,1373/1376 <br /> w � m <br /> OPIIYING WIDTH(in) m m z <br /> 48 54 60 GG 72 78 RA 90 96 102 lOfi a o � <br /> 24 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 � � z > <br /> 0 30 120.0 120.0 120.0 120.0 120.0 120.0 120.0 7 20.0 7 20.0 120.0 120.0 a a O � <br /> � 36 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 w w° ¢ <br /> � 42 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 0 0 � <br /> W q8 120.0 120.0 120.0 117.5 113.1 109.9 107.7 106.4 106.0 106.0 106.0 > j o <br /> a 54 120.0 111.7 104 4 98.7 94.2 90.8 88.1 86.1 84.8 84.0 83.8 m ¢ o <br /> � 60 106.0 97.3 90.5 85.1 80.8 77.3 74.5 72.4 70.7 69.4 68.8 z <br /> 72 84.8 77.3 714 66.7 62.8 59.6 5.0 54.8 53.0 51.5 50.6 `����`�PNDREW�T��,�� <br /> 76 79.5 72.4 66.7 62.2 58.5 55.4 52.9 50.7 48.9 47.4 46.5 y���GP�'•��GEi�J3�L�Q,�.,, <br /> �.�i:� No 58201 ��:��' <br /> :*; * ;*e <br /> #10 SCREW INTO WOOD or METAL DESIGN PRESSURE CHART(PSF)FOR NON-IMPACT ANGLED VERTICAL MULLION,1373/1376 ;.o; • = <br /> �9�; STATE OF ;��� <br /> OPINING WIDTH�n) <br /> 48 54 fi0 fi( 72 78 S�A 90 9C ]02 lOfi f'+•i�'`S,��oR1Q@'Ca�=�`, <br /> 24 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 ����fs+�NAa,���+''�, <br /> n 30 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 X� <br /> �' 3G 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 4/27/2015 <br /> � 42 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 LUCAS A.TURNER,P.E. <br /> W 48 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 FL PE#58201 <br /> a 54 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.8 116.0 114.9 114.6 i239 JABARA AVE. <br /> � 60 120.0 120.0 120.0 116.4 109.5 103.5 98.7 94.9 91.9 89.7 88.5 NORTH POFT,FL 34288 <br /> GG 120.0 112.5 102.7 94.8 88.4 83.2 78.9 75.4 72.5 70.2 68.9 PH.941-380-1574 <br /> 72 104.3 93.7 85.3 78.5 73.0 68.5 64.7 61.6 58.9 56.7 55.5 SHEEf DESCRIPTION: <br /> 76 91.2 82.0 74.7 68.8 64.0 60.1 56.8 54.0 51.7 49.8 48.7 DESIGN PRESSURE <br /> CHARTS <br /> DRAWN BY' DATE� <br /> AAJ 17/19/OS <br /> owc a: Aev: <br /> CWS-243 B <br /> NbTE:OPENING WIDTH IS THE SUM OF THE INDIVIDUAL WIDTHS OF THE TWO WINDOWS BEING MULLED. scA�E: SHEET <br /> 1:1 2 OF 6 <br />