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Page 4 of <br /> Comment#6: Please provide shear wall designs for the both concrete podium. For please <br /> include checks and designs for shear reinforcement, vertical reinforcement, <br /> boundary element checks and coupling beams, if required. <br /> Response: Please see added calculation sheets A65-A78 for additional <br /> information requested.Also see revised concrete wall types at stair walls <br /> and added and revised concrete wall types in the Concrete Wall Schedule <br /> on sheet S4.02.All requirements for Special Reinforced Concrete Shear <br /> Walls have been addressed.As a side note,we did not design the concrete <br /> shear walls as coupled walls,but rather as perforated walls and therefore <br /> did not use or design for Coupling Beams. <br /> We have revised details 1 and 2 on sheet S4.03 to included additional <br /> clarification regarding the boundary element reinforcing. <br /> Comment#7: Please provide a structural detail for fall arrest anchorage to the roofframing <br /> (basic structure). <br /> Response: Please see new detail 5/S6.12. <br /> Comment#8: Please provide foundation designs that include the seismic overturning <br /> considerations for the concrete shear walls. These appear to be missing in the <br /> permit calculations. <br /> Response:Please see added calculation sheet A79 for the maximum soil <br /> bearing pressure. <br /> Comment#9: Please provide structural calculations for the canopy designs. <br /> Response: Please see added calculation sheets A80-A144 for exterior <br /> canopy design. <br /> Please let us know if there are any further questions and concerns. <br /> Respectfully, <br /> • <br /> eau . eBorerD. % emus P , SE <br /> Sr. Project anager Sr. 'roject Manager <br /> Lochsa Engineering www.lochsa.com 1-866-606-9784 <br />