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� <br />� <br />N/A WALLS CONNECTED THROUGH FLOORS: Shear walls shall have interconnection between <br />stories to transfer overturning and shear forces through the floor. (Tier 2: Sec. 4.4.2.7.5) <br />Single Story Building. <br />N/A HILLSIDE SITE: For structures that are taller on one side by more than one-half story due to a <br />sloping site, all shear walls on the downhill slope shall have an aspect ratio less than 1-to-1 for <br />Life-Safety and 1-Co-2 for [mmediate Occupancy. (Tier 2: Sec. 4.4.2.7.6) <br />NC CRIPPLE WALLS: All cripple walls below first-floor-level shear walls shall be braced to the <br />foundation with shear elements. (Tier 2: Sec. 4.4.2.7.7) <br />No cripple wa!!s — SW (Shear Walls) above IS` floor are st�pported on pos/ beams. <br />Unknown OPENINGS: Walls with openings greater than 80 percent of the length shall be braced with <br />wood structural panel shear walls with aspect ratios of not more than 1.5-to 1 or shall be <br />supported by adjacent construction through positive ties capable of transferring the lateral <br />forces. (Tier 2: Sec. 4.4.2.7.8) <br />Connections <br />C WOOD POSTS: There shall be a positive connection of wood posts to the foundation. (Tier 2: <br />Sec. 4.6.3.3) <br />Wood posts are connected to the footings/%oundntion with stee! ctowel. <br />C WOOD SILLS: All wood sill s shall be bolted to the foundation. (Tier 2: Sec. 4.6.3.4) <br />Sil/ plutes are bolted @ 6'-0 "o. c. <br />NC GIRDER/COLUMN CONNECTION: There sliall be a positive connection utilizing platcs, <br />connection hardware, or straps between the girder and the column support. (Tier 2: Scc. <br />4.6.4.1) <br />Bea�ns/gi�-ders ure connected with lx scabs on each side. <br />ASCE 31-03 Seismic Evaluation of Existing Buildings Basic Structural Checklist for W2 <br />