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• I <br /> Additional SD and CD should be shown for the existing bedrooms. <br /> Response: <br /> See revision on A1.0 <br /> . )Attic and crawl space access openings are required. Per discussion,the crawl space access may be shown in the storage <br /> closet(Door 104)and the attic access may be shown in the mudroom. The attic access must continue through the common <br /> wall between the existing and new portions of the house. The crawl space access must continue through the pony walls; <br /> access to the old crawl space should be confirmed. <br /> Response: <br /> See revision on A1.0&S1.1 <br /> .(. The pony walls should have openings to allow ventilation,particularly for the existing crawl space and middle one-third of <br /> the new building crawl space. <br /> Response: <br /> Detail 4/A3.0 calls(2)8'lengths of shear panels to be constructed along the pony wall allowing plenty of open space to <br /> pass through each pony wall. <br /> he structural notes should include a required in the truss notes for the EOR to review and approve the truss prior to <br /> construction. The EOR should verify that the truss design complies with the design requirements of the project. <br /> Response: <br /> See added note in red n S1.0 Or ,ko✓ 8(/, <br /> 9. The shear walls at the interior wall between the existing and new portions of the building,and the new east exterior wall, <br /> are not detailed. Specifically,the load path between the roof and walls is not detailed. It is presumed the either the wall <br /> framing and sheathing continue to the roof sheathing,or the walls will be topped by trusses that are designed for in-plane <br /> load transfer. For the latter,design loads for the trusses should be stated in the drawings. In either case,a detail should be <br /> provided to inset into the drawings. For the truss option,the detail should specify connections between the truss bottom <br /> chords and wall top sill plates. <br /> Response: <br /> See added detail on A3.0 <br /> 10. (Note-we did not discuss this item)The east exterior wall needs to be supported out-of-plane at the top sill plate if the wall <br /> framing is not continuous to the roof(i.e.,the wall is topped by a truss). Braces or another method must be used to resist <br /> out of plane loads. Where braces strut to the top chords of adjacent trusses,those trusses must be designed for additional <br /> vertical thrust loads;design loads should be specified in the drawings for the truss manufacturer. Details to develop the <br /> horizontal component from the braces into the roof diaphragm should be provided. <br /> Response: <br /> See added detail on S1.2 and'Metal Gusset/Wood Trusses'note on S1.0 <br /> I have addressed all correction comments.If you have any further questions or comments,please contact me. <br /> Thank you <br /> Aaron Dupont <br /> Designer <br /> AD Residential Design Consulting 206.348.4483 akd.archdesign@gmail.com <br /> I'2_ <br />