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Arleigh movitz,2116 14TH Si, EVERETT,WA 98201-1710 <br /> USES Design Maps Summary Report <br /> View Detailed Report Print <br /> User-Specified Input <br /> Report Title Arleigh movitz, 2116 14TH ST, EVERETT, WA.98201-1710 <br /> Sat Desa_mber 2:., 2017 03:35:2S UTA:: <br /> Building Code Reference Document 201212015 International Building Code <br /> (,.:hi.:h.utilizes USGS hazard data available in 20U8). <br /> Site Coordinates 47.9989°N, 122.20007°W <br /> Site Soil Classification Site Class D-"Stiff Soil" 12/22/2017 <br /> Risk Category I/II/III <br /> � < + ,N I: 3 i <br /> aN Fr • �-vardintx11,4ta <br /> • <br /> , Ia5v1H!'• <br /> iypR Jj��fY rH �� • <br /> i ^`+J`} �r�t' `sY`"' r',�"k � �4 {{ y■ + ;.,rte'' ��;ree fie( Y ,, , A CHljT <br /> Y. <br /> 1101011,4.'",� <br /> �' �ap 18242 .`p <br /> /1 ESA Ural .^ •••C <br /> w <br /> Onal <br /> n ._, ,3Ctlhitn6s� 4' <br /> USGS-Provided Output <br /> SS= 1.271 g SMs= 1.271 g Sos= 0.847 g <br /> Si = 0.483 g SMA = 0.733 g Sol = 0,489 g <br /> For information on how the SS and S1 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 =1.271 Fa =1.0 <br /> Sds=(2/3)FaSs=(2/3)(1)(1.271)= 0.847 R=6.5 <br /> Cs=Sds/(R/I)=0.847/(6.5/1)= 0.1304 79.00 29.00 <br /> Basement Area =79(29)= 2291.00 Sq.ft <br /> W=Area(35+20)+49(8)(79+29)(2)= 210677 lbs Roof+floor+walls <br /> V=CsW= 27463.64 lbs Brick Tile Roof <br /> R=V/2/length= 473.51 lbs/ft East and West Wall <br /> for 3 ft= 1420.53 < 1530 for Simpson URFP (2) 1/2"Anchors 4" Embedment-Sill Plate(5)%"X 3"SDS <br /> R=V/2/length= 173.82 lbs/ft North and South Wall <br /> for 6 ft= 1042.92 < 1530 for Simpson URFP (2) 1/2"Anchors 4" Embedment-Sill Plate(5)%"X 3"SDS <br /> use A35 at 32" OC <br /> for 2 ft= 947.02 <980 for 5/8 dia bolt Titan in 2000 psi concrete 5" embedment <br />