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CHCSC Rucker Ave July 12,2017 2 / ' <br /> e. The footing is designed as a column supported on micropiles. See supplemental calculations for <br /> punching shear evaluation. <br /> f. See revised footing details which better show interconnection of concrete cap and micropiles. <br /> Item 3. <br /> See supplemental calculations for calculations relating to the bidirectional forces of ASCE 7-10 12.5.4. <br /> Item 4. <br /> Please see revised footing details. The anchor bolt details have changed to use steel plates at the base <br /> end to engage the concrete rather than using anchor rod pullout. Vertical reinforcing has been provided <br /> to resist tension force due to plate pullout. <br /> Item 5. <br /> See supplemental calculations for calculations relating to footing sliding resistance. <br /> Item 6. <br /> A modal response spectrum analysis was undertaken in addition to an Equivalent Lateral Force <br /> method analysis. This was done to verify the building behavior and to verify lateral forces and <br /> loads to existing masonry walls. Conservatively, the final design used the Equivalent Lateral <br /> Force method forces for design. <br /> Please call if you have any questions regarding the above information. <br /> Sincerely, <br /> ).„ru <br /> Dan Morrow,P.E. <br /> Swenson Say Faget <br />