Laserfiche WebLink
HNLehtinen <br />Engineering <br />4120 Hoyt Ave. <br />Everett, WA 98203 <br />(425)252-2373 <br />r - - � E- C� F <br />U VJP) [N <br />DEC 0 4 2019 0 <br />CITY OF EVERETT <br />Permit Services <br />To: Jeff Heilman, Development Technician <br />3200 Cedar Street <br />Everett, WA 98201 <br />Ref: Correction Response Letter for S. Pattison at 902 Hoyt Ave. <br />#C1906-018 <br />Dear Mr. Heilman, <br />Below are correction responses: <br />5. Have provided structural calculation, which include traffic loading,, lateral soil loading, <br />and wind loading imposed by building and vertical with all loading combination per IBC <br />1605 also steel reinforcing and overturning. <br />6. Revised foundation to include all retaining wail and foundation widths. Revised plan. <br />8b. Calculated and rev. footing width sizes to correspond to loading rev. plans. <br />9. Revised all foundations to retaining wall type with tension reinf. <br />10. Detail revised to show vert. tension reinforcement 2" clr. from soil side. <br />12. Det. 8/A5.1 footing should be continuous of 9/A5.1 and blend into slab with cont. <br />reinforcement (per. rev. det.9/A5.1) <br />If you have any questions, please call (425) 252-2373. <br />iijZektinen, <br />ly, <br />(P.2. <br />�jy <br />