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. . cwent D�yla�n�n Arehlbas — <br /> s�,, ioo� o� , <br /> � C�m�pl�Llbrarfl Bul.� �M SRB � <br /> ne��ns�sw•aram �d DalOn C�b�i� — °r° iN11 <br /> EwMt W�O�� CMdnd by <br /> Ph: 175711JA00 � <br /> FQ:�zs�aaeoo p�obct No. 26-0d-024 <br /> DESKiN SUMMARY <br /> Constructed in 1904,the Camegie Librery is a two-story building comprisad of unreinfoccad <br /> mesonry bearing walls,wood-fremed floors,wood ettic-level beaiing walls,and besema►t-levd <br /> steel beams and posts. The b�Llding undawent a moderttization progrem ia 1991,but seismic <br /> improvements were noc known to have bem undatalcen as pact of that p�ogrom. <br /> The 2008 seismic upgrades to tf►e Cecnegie Library Building were designed w meet ASCE 41 <br /> Besic Safety Objxdves (BSO)for the design of new seiamic elanents. The proposed seismic <br /> upgades are designed to mat ASCE 41 BSO for the desiga of new seismic elanents. <br /> The building's existing foundsdon system oonsists of a slab-on-gnde at 1he besea►ent leVel,with . <br /> spread footings supporting the posts and continuous footings along the masonry walls. 11►e <br /> foundations for the columns along the building's p�imeter ere not connacted integrally with the <br /> aontinuous wall foundation. <br /> The proposed yeismic upgredes consist of new l2-inch L-shaped oonerete shesr walls beacing on <br /> ooncrete foodngs. Stxl drag stmts transfer the load from the diaphragm to the shear walls and <br /> ezisting wood floor end attic joists are ded to the existin8 extertor walls end new concrete sheer <br /> wells. <br />