10111 9TH AVE W EMERALD COURT APARTMENTS 2024-06-13

• • Response#8: All type A units (units 203, 303) to remian the same. See sheet A-0.1 for accessible units analysis. Energy 9. Correction#9: The proposed project includes modifications to the exterior envelope of the building. Thermal performance ratings should be specified for each type of component. See WSEC Section C503.1. Response#9: See sheet A-1.1 for wall type W-1 indicating R-21 batt insulation. Structural General 1. Correction#1: The project includes modifications to the structural systems. Structural drawings sealed and signed by a professional engineer licensed in the state of Washington are required. See IBC Section 107.1 and RCW 18.43. Response#1: See sheet A-1.1 for shear wall SW2 schedule and holddowns. Foundations: 2. Correction#2: The proposed project includes modifications that may require the construction of new foundations. A foundation plan may be required. Calculations substantiating the new foundations should be submitted for review. See IBC Sections 107.2.1, 1603.1, 1604.1, and 1604.4. Response#2: See sheet A-1.1 for shear wall SW2 schedule and holddowns. Gravity System: 3. Correction#3: The proposed project includes walls that are load bearing. Structural framing plans are required. Calculations substantiating the modifications to the load path should be submitted for review. See IBC Sections 107.2.1 1603.1 1604.1 and 1604.4. Response#3: See sheet A-1.1 for shear wall SW2 schedule and holddowns. Lateral System: 4. Correction#4: The proposed project includes demolition of a lateral shear wall. Note that this wall also serves as a load-bearing wall for the stories above. Structural framing plans are required. Calculations substantiating the redistributed loads to the remaining lateral system should be submitted for review. See IBC Sections 107.2.1, 1603.1, 1604.1, 1604.4,and 1613.1. Response#4: See sheet A-1.1 for shear wall SW2 schedule and holddowns. '3JLI