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1 I <br /> March 16, 2018 <br /> SKOTDAL REAL ESTATE <br /> 2828 Colby Avenue Permit Review <br /> Page 2 of 2 <br /> 11. The intent of the CIP beam infill is to restore axial tension capacity across <br /> the opening. The beam is not intended to support the loads imparted by <br /> the existing W14x61 beams. The load path has been revised. Please <br /> refer to updated drawings and supplemental calculations. <br /> 12. 3/12" topping on 18 GA B-Formlok deck is adequate for this span. Please <br /> refer to supplemental calculations. <br /> 13. The details have been revised to reflect cast in place anchors. <br /> 14. The details have been revised to eliminate this condition. Please see <br /> revised/updated set. <br /> 15. The details have been revised to eliminate this condition. Please see <br /> revised /updated set. <br /> If you have any additional questions, please call. <br /> Sincerely, <br /> ENGINEERS NORTHWEST, INC., P.S. <br /> 7-z <br /> Thomas Langton, P.E., S.E. <br /> Senior Project Engineer <br /> TL:bs <br /> ENW Job No. 17047000 <br /> 3S <br /> Engineers Northwest,Inc.,P.S. • Structural Engineers • 9725 Third Ave NE,Suite 207 • Seattle,WA 98115 • 206.525.7560 • fax 206.522.6698 <br />