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Jack and Lita Mowrer, 1903 Oakes Ave, Everett,WA 98201 <br /> ZUSGS Design Maps Summary Report <br /> View Detailed Report Print <br /> User—Specified Input <br /> Report Title Jack and Lita Mowrer; 1903 Oakes Ave, Everett, WA 98201 <br /> Thj September 21, 2017 00:14;5£ LIT(. <br /> Building Code Reference Document 2012/2015 International Building Code <br /> f'..hirh utilizes IiSGS hazard data avairab4e m 2008) <br /> Site Coordinates 47.9922°N, 122.20404°W <br /> Site Soil Classification Site Class D —"Stiff Soil" <br /> Risk Category I//Ill/III / 9/20/2017 <br /> `'w 'N '� b I.K14aN # "G"'ra to <br /> z r ,�� ti '' ., p")/a vf1. ,` �,,, u <br /> ��� NMF 4 �an A '"lk ,._ °i <br /> P'ti lY k-... n r fy, '"3 ! '',-.,' ,.',..,:', -"'-'..2,4.4 ''''''''''' ',[1.'''''.',In Pte' ,ri w 0 �. <br /> s <br /> ,/ :E u r,'., a- ¢5 <br /> y X18242 0 <br /> apprOaki1 e ► 0. "" N11fi >CtEn'.°. <br /> `r"* '''''''''..)::';;1403:''i''''''''''' tirol <br /> GtE <br /> USGS—Provided Output <br /> SS= 1.289 g Sws= 1289 g Sos= 0860 g <br /> 51 = 0.490 g SM, = 0.740 g SDI = 0.493 g <br /> For information on how the SS and SI. values above have been calculated from probabilistic(risk-targeted) and <br /> deterministic ground motions in the direction of maximum horizontal response, please return to the application <br /> and select the"2009 NEHRP"building code reference document. <br /> V=CsW Equivalent Force Method Ss USGS = 1.289 Fa=1.0 <br /> Sds=(2/3)FaSs=(2/3)(1)(1.289) = 0.860 R=6.5 <br /> Cs=Sds/(R/I)=0.860/(6.5/1)= 0.1323 47.75 20.00 <br /> Area =36.29(26.96)= 955.00 Sq.ft <br /> W=Area(20+15+20+20)+10*20*(47.75+20)*2= 98725 lbs Roof+attic+2floor+walls <br /> V=CsW= 13062.08 lbs <br /> R=V/2/length= 326.5519 lbs/ft <br /> for 3 ft= 979.66 <980 for 5/8 dia bolt in 2000 psi concrete 5" embedment <br /> Use OSB with 8d @ 3"OC for crib walls 8d@12" Field, 13/8"Penetrations <br /> Use OSB with 8d @ 4"OC for crib walls 8d@12" Field, 13/8"Pen. For walls greater than 8ft <br /> Simpson A35 clips at 16"OC <br /> Holdown:Simpson HTT4—18-10dx1% 2-2x4 Edge member.Allow=3000 lbs 12"embedment <br />