3301 SEAWAY BLVD 2020-01-21 - Laserfiche WebLink

MOM MEI 11111111111111111 D CIMIN EfGIIIEERS E I Seattle ✓ Portland e Spokane c San Diego Austin Irvine IS San Francisco June 24,2016 DCI Job# 16011-0158 Anchorage City of Everett Public Works 3200 Cedar Street Everett,WA 98201 Attn: Steve Miller Subject: Structural Review of Building A located at 3301 Seaway Blvd, Everett, Washington Plan Check No. B1605-015 Dear Mr. Miller, The purpose of this letter is to respond to your Structural review comments dated May 19,2016.The following are our responses to comments 1-11. 1. An updated geotechnical report has been issued and reference in the general structural notes. 2. The required footings have been added to the foundation plan sheet S2.0. 3. The top of footing have been updated on the south and west elevations.The panel 44 top of footing is now shown as 4'lower than top of footing for panel 45. 4. The transverse reinforcing shown in detail 4/S4.1 is not required and has been removed. 5. The drag beams on grids F and G are now called out on sheet S2.1. 6. A sheathing layup has been added to the roof framing plan. It shows the sheathing size and the offset requirements as well as clarification of"continuous"and"other"panel edges. 7. Detail 2/S5.1 has been modified to change the spacing of the 4x6 subpurlins to 4'-0"o.c. which matches the spacing of the connection plate below the subpurlin. 8. Detail 2/S4.1 has been modified to show that the vertical footing dowel does not occur at all locations. The intent is that the typical panel to footing detail 4/S4.1 does not have a direct connection of the panel to the footing,just a panel to slab connection.The only locations where the tilt-up panels connect to the footing is at the highly loaded shear walls 9. Detail 9/S4.2 has been updated. The intent of the detail is primarily to show the continuous corner bar for the return leg. 10. Detail 3/S4.3 has been updated. 818 Stewart Street,Suite 1000 Seattle,Washington,98101 Phone(206)332-1900 Service Innovation Value