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�+ <br /> �� �, :, <br /> �� '� � <br /> , <br /> , <br /> STRUCTURAL DESIGN ASSOCIATES, INC. <br /> � , / CONSULTING ENGINEERS . <br /> 56]0�19BiNST.SW. PO00%5]LG <br /> � LVNNWOOD.YIR9BW6 • PIIONE:17061115�]�N <br /> ��� � <br /> ,o�xx s"t''`�'�,,: � <br /> aH � '� ,> � <br /> yv, r�, tr <br /> H �3'+ '°y, <br /> H �H . :r:;'.:. . . <br /> K y� <br /> va,� <br /> � �� April 3, 1990 <br /> xo I <br /> � y� KMS Construction I <br /> attn: Mr. Stan Kege1 <br /> ��g 111 Southeast Everett Mall Way, Suite 103 <br /> = H� Everett, WA 98204 <br /> H <br /> � y y subject: Plan 2432 <br /> -Holdown & Foundation- <br /> gd y Our Ref. : report\86-269.ccc <br /> � �� <br /> y o y To Whom This may concern: <br /> A Simpson PAHD42 can be used as a substitute for the specified <br /> Simpson LTT20B in shear wall N3. <br /> Increasing the fill height on the inside face of the garage � <br /> � foundation will reduce the stresses in the wall, which is <br /> .��. acceptable. <br /> ��� <br /> 1." �j <br /> Respectfully submitted, <br /> "� STRUCTURAL DESIGN ASSOCIATES, INC. <br /> by: <br /> �'"'- , � ,l <br /> _i �, � <br /> , ' , , �; .,�,�,,�, <br /> __ � �� �, <br /> Kase Vanden Ende, P.E. <br /> � „ president . <br /> KVE/CCC/jme <br /> � {' <br /> �..�� , <br /> ,�, <br /> _ _. ��:,.•. ; <br /> .. .. . . .. . •�. . . ..:.1.L5 • �RID,f5 � PItRS � DOCKS • 10WER5 • "n!.�.: <br />