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� <br />� <br />CHAS. A. TIFFANY AND ASSOCIATES ��TRUCTURAL ENGINEERS <br />L� <br />/�U'_L'ct 22� 7.i5�i <br />,vorett :iuildinf� �'r;pt. <br />;vrrett, :ixshinrton <br />��nti�:, ���n: <br />DESIGN Of STRUCiURES, lUILDINGS <br />INVESi1GAilONS AND REPORIS <br />R?: Corroctions to apurtment buildin•� <br />at'Z17 iatathorne :>t., \.rerr,tt., •:r1 <br />3nildinn ,1 __ ,lnchor bolts wc;re spaced too Sar xnart. I taont throu�!i <br />and ;n:irked location of '" 'Cwik bolts or similar to be addrd to <br />mak� un shear capacit,y ori�*innll,y rc�quired. Joists 7_ x 12 arn spaced <br />24�� c-c in first floor aren where nlans call for 2 x 12 - 12�� c-c. <br />It is O.t. to add 2 x 12 br�twenn nxistin� a.rni spxnnin� frout ste�l <br />beam to stecel beam. _'hn nxtrn joist me3y Ue oriitt,��1 in on�� S08CP, <br />tahere plumbin� interfer�s. <br />�uildinc 9-- 'I'he buildor hxd soacod Z" bolts ut j' c-c, hut has aaded <br />!:crik bolts betweon. 'Phis provides the cap�city originally r�quired. <br />iJot�: Table 25 '�' of 'S$ Ui3C giv�s �•" oolt capacity .; 470,! anu <br />5�P' >>alt capacity _3 590 �, <br />'Jer,y trul}� ;�ours, <br />Chas. ,l��iff y� <br />^.,1i:ft. <br />CC: :�llli[i.^t ,'. i31R� <br />�'i �onstruction �o, <br />3ottie1l, >!.1 9807.1 <br />���Op5T4/A7'NO}tTMMST SEATTLE, WASH�NOTON 98145 384•0581 <br />a�UU h.t. 1�;;.1� :..:.ir, n <br />��of wes,y�f1Nh <br />�+`!, �� c <br />z <br />. e_ o <br />57RU�i�RA� <br />