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MECAWind Version 2 . 1 . 0 . 6 ASCE 7-10 <br /> Developed by MECA Enterprises, Inc. Copyright 2014 n^..^n>.;>,ec.se-.ter�,r�ses.:,c:r <br /> Date : 3/11/2014 Project No. : 5699 <br /> Company Name : Bayview Windows,Doors & More Designed By : John Griffin <br /> Address : 1367 MLK Jr. Ave Description . <br /> City : Dunedin Customer Name : Sommers <br /> State : FL Proj Location : 5316 8th St Zephyrhills, F1 33 <br /> File Location: C:\Program Files\MECAWind\Default.wnd � <br /> .r � �L_�_i��j_�_I_� <br /> � I � I <br /> ����� I I 1 I <br /> � I � I <br /> I � 1 I <br /> .�i�Q�t`� � � I � f <br /> '��, � � � I � I � �� � � � <br /> „' I 1 1 � " <br /> i I I 1 I <br /> � � � � I I 1 I <br /> # I I � I <br /> ��{ a I I 1 I <br /> � �, I I � I <br /> ;� ,�{ � � i � , � �Ji �, �J� <br /> ; <br /> t��a�s � G�ble R.o�of 7���_��+ <br /> � <br /> Wind Pressure on Components and Cladding (Ch 30 Part 1 } <br /> A11 pressures shown are based upon STRENGTH Design, with a Load Factor of 1 <br /> Width of Pressure Coefficient Zone "a" = 3 ft <br /> Description Width Span Area Zone Max Min Max P Min P <br /> ft ft ft"2 GCp GCp psf psf <br /> -------------------------------------------------------------------------- <br /> SH 1 , 2,3,12, 13 2.83 5.17 14.6 4 0.97 -1 .07 36.89 -40.09 <br /> SH 4,5,6,8.9,10, 2.33 5.17 12.0 .00 .00 16.00 -16.00 <br /> Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.70 <br /> Qhcc: .00256*V^2*Khcc*Kht*Kd = 32.05 psf <br />