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Wendy,2121 MCDOUGALL AVE, EVERETT, WA 98201-2422 <br /> 1°- O S H P D <br /> CUINexas <br /> Wendy,2121 MCDOUGALL AVE , EVERETT, WA 98201 -2422 <br /> 2121 McDougall Ave, Everett, WA 98201, USA <br /> Latitude, Longitude: 47.9889164, -122.1995411 3/12/2020 <br /> fl <br /> v <br /> Q <br /> * , <br /> K <br /> y m T <br /> Behar s Furniture v a = / <br /> and Mattress D <br /> 1 <br /> Dutcr Bros Coffee 'lid s. A®/r _ <br /> z <br /> a <br /> G 91 > <br /> < Map data ?2020 •�•:t` 242 0� Q� <br /> Date 3/12/2020,4:43:30 PM DNS,\°'lira I En-'^�s$ <br /> Design Code Reference Document ASCE7-16 °nal .N, <br /> Risk Category II S+ <br /> Site Class D-Stiff Soil <br /> Type Value Description <br /> Ss 1.218 MCER ground motion.(for 0.2 second period) <br /> St 0.433 MC ER ground moton.(for 1.0s period) <br /> SMS 1.234 Site-modified spectral acceleration value <br /> Stott null-See Section 11.4.8 Site-modified spectral acceleration value <br /> SDS 0.822 Numeric seismic design value at 0.2 second SA <br /> SDI null-See Section 11.4.8 Numeric seismic design value at 1.0 second SA <br /> V=CsW Equivalent Force Method Ss USGS = 1.218 Fa = 1.0 <br /> Sds= (2/3)FaSs= (2/3)(1.0)(1.218) = 0.822 R =6.5 <br /> Cs=Sds/(R/I) =0.822/(6.5/1) = 0.1265 <br /> Area =31(30.33) = 940.33 Sq. ft 31.00 30.33 <br /> W=Area(20+20+20) +10*16*(31+30.33)*2= 76046.67 lbs Roof+attic+floor+walls <br /> V=CsW= 9616.978 lbs <br /> R=V/2/length = 158.52 lbs/ft <br /> for 4 ft= 634.09 <980 for 5/8 dia bolt in 2000 psi concrete 5" embedment <br /> for 6 ft= 951.13 < 1530 for Simpson URFP (2) 1/2" Anchors 4" Embedment-Sill Plate(5) %" X 3" SDS <br /> Use plywood with 8d @ 3" OC stagered for crib walls 8d@12" Field, 1 3/8 " Penetrations <br /> Wall bigger than 8 ft in length use 8d @ 4" OC, 8d@12" Field <br /> Simpson A35 clips at 24" OC <br /> Holdown: Simpson HTT4—18-10dx1%z 2-2x4 Edge member.Allow= 3610 lbs 12" embedment <br /> If cannot install Holdown use URFP —/,�, <br />