3323 HOYT AVE C D 2020-06-17 - Laserfiche WebLink

. o Page 3 of 9 he main floor framing plan on Sheet S-4.0 indicates Mark"2" hold-downs. The Hold-down Schedule only includes Mark"1"hold-downs. The design should be reviewed and revised as needed. See IBC Section 107.2.1. Response; The hold-down schedule has been revised to reflect the intended plan notation. Grid F appears to include multiple wood posts. The sizes of the posts do not appear to be specified. The drawings should be reviewed and revised as needed. See IBC Section 1603.1. Response; The supplemental information you have requested has been provided in the attached revised plan sheets. +,9. The Main Level framing plan on Sheet S-4.0 specifies both 14-inch joists (Plan Note 3) and 2x8 joists (Plan Note 7) between Grids A-A.5. The extent of each type of framing in this area should be specified on the plan. See IBC Section 1603.1. Response: The clarification you requested is provided in the attached revised plans. Ail The second story includes shear walls on Grid A that appear to require structural sheathing at the Main Floor level to transfer loads to Grid A.5. The requirement for sheathing should be verified and Sheet S-4.0 revised to show the extent of the sheathing between Grids A- A.5. Verify the sheathing should be installed per Note 2.. See IBC Sections 1603.1 and 1604.4. Response; The -xtent of floor sheathing has been clarified on the attached revised plans R Detail 5/S-4.1 specifies a"positive connection nailer"to the steel beam. The detail should be revised to show the required construction of the connection. See IBC Section 107.2.1 Response; The supplemental information has been provided on the detail per your request ✓icz-z'' .4.0, c<4rct A/. 817 Metcalf Street, Suite 207 Office: 360.855.2333 Ext. 207 Sedro-Woolley,WA 98284 Cell: 360.982.0928