8417 EVERGREEN WAY 2022-05-23 - Laserfiche WebLink

. . MARTIN CONSULTING GROUP Providing Structural Design Services Response to Comments from Plan Checking Agency Plan Review No. : b1805-010 ,Second Review job Address : 8417 Evergreen Way, Everett, Washington 98208 Job Title : Multi-Tenant shell for CFT Development Structural Item No. Response 1 Additional notation has been added to sheet SF1.0 & S 1.0. Note, additional comment for periodic or continuous and wood(for lateral) and steel inspections have been added 3 Items noted as deferred submittal are noted on S 1.0 and other items are now standard framing, additionally a note has been added regarding the requirement for special inspection if shop is not approved. 7 Seismic criteria noted on S 1.0,with additional values noted and revised as commented. 12 A) Reference on 10/S1.3 & 12/1.3 shall be updated to `° reference detail 5/51.3 for size. B) Fi554 (A36)will be _ 3 201D i-f2 k:.,.,: .:'_ 9 y9`" # updated on details 5/S 1.3, 10/S 1.3 & 12/S 1.3 using 3/4" MAY anchors. C)Detail updated for 6"wall condition and note d added for 2" conc. Cover at AB's &plate at foundation CITY OF i.:V F R E TT level added to sheets S1.3 & SF1.2. D)reference on 5/S1.3 Permit Se rt,i:n:.,,, wil lbe updated to 10 & 12 on S1.3. E) Column b shall be revised on S2.0 at interior locations as per note on page 66. 13 AB callout for non-shear walls is noted on 8/S 1.0 & 8/SF 1.0 (note added on plan), and callout has been revised on S1.3 for 3/S1.3 & 8/S1.0.Note that S2.0 indicates note callout and shows shear wall locations for shear wall AB requirements,hence reference to S2.0 as well. 14 A) GLB note added o S 1.0 at note 19. B) Beams shall be updated to DF#1. 15 C) Header check for longer span GLB was noted previously on page 29 for bi-axial bending with max wall wind force noted. E)Detail 13/S1.2 shows nailing at 12"oc and LTP4 at 4x or 6x posts. F)additional sheets 62b and 2204 PLAZA DRIVE, SUITE 1 30 ( ROCKLIN,CALIFORNIA 95765 I PHONE 91 6.256.4816 I Fax 916.302.406 670