4800 DOGWOOD DR 2022-02-28 - Laserfiche WebLink

• r * '' SOUND STRUCTURAL SOLONS ENG / E E R S *SB callouts reference specific Simpson Strong-Tie part numbers and are not intended to be used as abbreviations or acronyms. 11.Please see the revised sheets S-4 and S-5 for the updated plan titles. Foundation System: 12.Please see the revised sheet S-3 for the depth to the top of the footings. 13.Please see the revised "SOILS" section of the General Structural Notes which now includes a note requiring the removal and replacement of the existing fill with compact structural fill. 14.Please see detail SF on sheet S-2 for a stepped footing detail which indicates how the new footings shall be stepped to match the existing depth of the existing footings. 15.Please see detail SF on sheet S-2 for a stepped footing detail which indicates how the new footings shall be stepped to match the existing depth of the existing footings. 16.Please see the revised sheets S-3 and S-4 for the top of wall elevations. Gravity System: 17.Please see the revised sheets S-4 and S-5 for the framing in this area. 18.Please see the revised detail BOB/S-2 showing two beams, each bearing on the post cap. The intension of this detail is to show the PSL-beams are not continuous when running over the posts. 19.Please see the new detail FL2/S-2 showing the connection of the eastern wall and new floor to the existing concrete retaining wall. Lateral System: 20. a. Please see page 14 of the revised calculation packages showing tributary diaphragm areas. Please note diaphragm 2 refers to the roof diaphragm while diaphragm 1 refers to the main floor which has 770ft2 Floor 1 and 3660ft2 Floor 2 for a total of 4,430 ft2 of diaphragm — similar to the 4,428 ft2 shown on sheet 4 of 9. 24113 56th Ave W - Mountlake Terrace,WA 98043 Ph: 425-778-1023 - Fax: 206-260-7490 _--) /—)