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����� Design M� Summary Report � <br />User-Specified Input <br />Reporfi Title 2510 E Grand Repairs <br />�J�Jed ]anuary 14, 7r�15 G5:�19:11 UTC <br />Builtling Cos1e Reference Document ASCE 7-10 Standard <br />�wi�id� u�ilizes USGS hazard d�t�, available in 2008) <br />Site Coordinates 47.96745°N, 122.20112°W <br />Site Soil Classification Site Class D-"Stiff Soil" <br />R���k Cat�g�ry I/II/III <br />5mi L �`-:� i `i2'ti <br />SO�DOm , . �r L� <br />�"Ci5.5= �.'_ i( i�", <br />4; ( )i_!r •tL) <br />�� <br />���:'� �.� r� <br />m�p�u�st M <br />� <br />USGS-Provided Output <br />k <br />.r� <br />� <br />verett <br />{%�J4) <br />Cd2015 1 <br />Lafce Ste�vens <br />i? <br />����n��� <br />� ^;'��R�`�I'-�� .t . <br />��. <br />�' <br />� � ` �"� �„. <br />� � � �.� ,�k, <br />� #� i��? � f-; 1 '�' �'� <br />C MapQuert <br />SS = 1.3Z9 g SMS = 1.329 g SD5 = 0.886 g <br />S1 = 0.505 g SM1 = 0.757 g Spl = 0.505 g <br />For inforrnation 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 and <br />select the "2009 NEHRP" building code reference document. <br />M�ER Respons�e SRe��krum <br />i.a�� <br />1.� <br />1.1 � <br />! 1, l:j <br />� Il.:j� <br />� 1�. �11 <br />I1._, <br />� i. l; <br />i i. �. <br />i�1d <br />II II�I i <br />O,iiii ii.2ii ii,.{ij n.�">i� il,:3p l.iip 1.-'ii 1.1ii 1.�>li j_3ii 1.�iQ <br />Period, T (sec} <br />� �. y; <br />II._i�l <br />�.:�1 <br />Ij,-� <br />I 1, �. <br />� ��.�� <br />� �� �C <br />11. _ " <br />Il, �- <br />ri1'S <br />r� n�� <br />II Ilil <br />..."i�.iiii p.2ri ii..�ii ii.�Sii p.=:ii 1.n0 1_?n l.�lii 1.6i� 1.';:p �.iiii <br />P�eriad, T {sec} <br />Qesign Response SpectrUm <br />For PGAM, T�, CRS, and CF� values, please view the detailed report. <br />6 <br />