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' Dibble Engineers,Inc. JOB TITLE Wendys Everett-Broadway <br /> 1029 Market Street <br /> Kirkland,WA 98033 JOB NO. 18-395 SHEET NO. <br /> (425)828-4200 CALCULATED BY MWD DATE 9/11/18 <br /> CHECKED BY DATE <br /> Ultimate Wind Pressures <br /> Location of C&C Wind Pressure Zones <br /> 'fib a a 2a 2a <br /> , < FidMI ill <br /> 6 * aE 0_ _2 <br /> { , �L'1------II— <br /> �i <br /> ' j a rt r <br /> ' -- I <br /> aIIo 1„,itai I <br /> 0 41 11Q 0 L0 ✓ 0 in <br /> Ii _i I. l a <br /> I <br /> I I <br /> I I V11 r— —i—L <br /> WALL -tl r <br /> 1 i <br /> Roofs w/ 6 s 10° Walls h<_60' Gable,Sawtooth and <br /> and all walls &alt design h<90' Multispan Gable 6<-7 degrees& Monoslope roofs <br /> h>60' Monoslope 5 3 degrees 3°<0 5 10° <br /> h<_60'&alt design h<90' h<_60'&alt design h<90' <br /> 2a a a <br /> I I I r � a <br /> 3 1----ca--� it aE 4_g-13-3-,—02+3 a� 0 _7 J ABCD <br /> ca <br /> al <br /> C0 , 1a0l 2ws <br /> z ili Mll <br /> \ ciet____O___itF <br /> • <br /> v <br /> ma$ I <br /> ti �r,- i/o -1 <br /> _ <br /> Monoslope roofs Multispan Gable& Hip 7° < 0 5 27° �I <br /> 10°<0 530° Gable 7°<0 5 45° I <br /> I <br /> h 5 60'&alt design h<90' -I <br /> 01 0 0 <br /> a Sawtooth 10°<0 5 45° <br /> a AM' � r T h 5 60'&alt design h<90' <br /> w <br /> 00 <br /> A: <br /> b b <br /> Wl W2 W1 W2 W3 <br /> W W <br /> Stepped roofs 0 3° <br /> h<_60'&alt design h<90' <br />