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Client: I Haack <br />Live Loads: <br />0-15' Ps 15.9 <br />15'-20' P,= 15.9 <br />20'-25' P� 15.9 <br />25'-30' P� 15.9 <br />30'-35' P� 16.7 <br />35'-40' P� 17.3 <br />I <br />Seismic design: <br />F, = 1 <br />Sos = 0.833 <br />IE = 1 <br />R = 6.5 <br />� JRR Engineering, Inc. � <br />18609 76th Ave. W., Suite B C�SU� -C( 3 <br />Lynnwood, WA 98037-414 <br />(425) 697-5108 �Iw, �ri- ��a�e ov<<7 � <br />truction � � ProjeCt Locetlon: Varies, Plan 2-Story Duplex <br />. I Desian calculations are for 85 mph vnnd I_ <br />use or aepenc <br />tions for more <br />re or snow l02 <br />1.25 Dead Loads: Root ?. <br />g �Floorli <br />sao <br />a Varies over height <br />1= 1 <br />P.,� Varies with roof <br />-4.2 � 10.6 <br />-a.2 �a� <br />-4.2 10.6 <br />-4.2 10.6 <br />-4.4 11.1 <br />-4.6 11.6 <br />�- <br />V = 1.2SD5WIR <br />(Table 1615.1.2(1); <br />IEauation 16-38) <br />= nonzomai oaac �uca� <br />= Total dead load <br />= Soil Type (Section-161 <br />i = Site Soil coefficient <br />and zone <br />load 15 psf <br />wall <br />1609.6.2.1(1)) <br />-2.3 0-15' P� 11.5 -5.9 7.6 <br />-2.3 15'-20' P� 11.5 -5.9 7.6 <br />-2.3 20'-25' P� 11.5 -5.9 7.6 <br />-2.3 25'-30' P,= 11.5 -5.9 7.6 <br />-2.4 30'-35' P� 12.1 -6.2 8 <br />-2.5 35'-40' P� 12.5 -6.4 8.3 <br />I <br />- p = 2 - 201(r (Ab)^.5) <br />�5 = Design Spectral Response Parameter (Eq. 16-40) <br />= Redundancy Factor (1.0<p<1.5) (Eq. 30-3) <br />b= Total Ground Floor Area �,� <br />=(101Lw) Vi I Vt (Section 1617.2) <br />i = Wall Shear I � <br />t = Total Story Shear °j � �- <br />rv = Length of Wall % <br />�/ = U. � 54 �V � <br />-3.5 <br />-3.5 <br />-3.5 <br />-3.5 <br />-3.7 <br />-3.8 <br />Prepared by: JCM �.�r� '���L' '-' <br />Checked by: RKR Proj�ct Name: Haack Bros Plan 2-Storv DuDlex <br />Project No.: 04-80E 12/2312004 Page 1 of � <br />