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Wise Residence <br /> Al• Degenkoib Response to Plan Review Comments <br /> April 1, 2021 <br /> Page 4 of 4 <br /> Response: Structural calculation package has been provided with the revision set of <br /> drawings. , <br /> r2!Sheet A0.1 states maximum attic floor live loads of 20 psf. The minimum floor <br /> rw loading should be 30 psf. The loads should be revised. See Table R301.5(WAC). <br /> Response:Attic will remain uninhabitable. Calculations and drawings have been <br /> updated to reflect 30 psf for potential future occupancy. <br /> �The load path from the roof to the foundation is not clear. The roof framing appears <br /> to be partially supported on the attic floor framing using knee walls per Detail 1/S4.1. <br /> The attic floor framing does not appear to span to supports in all locations but is <br /> supported by cantilever ends of adjacent spans; the existing floor framing size(s) is <br /> not specified. The load path between the attic floor and the foundation appears to be <br /> incomplete in multiple places. Calculations substantiating the load paths should be <br /> submitted for review. See IBC Sections 107.2.1, 1603.1, 1604.1, and 1604.4. <br /> Response: Structural calculation package has been provided with revised drawings. <br /> Existing attic floor joists above Bedroom 2 span to the wall between Bedrooms 1 and <br /> 2, they are not supported by the cantilever ends. <br /> If you have any questions or comments, please contact our office. <br /> Sincerely, <br /> .0A.ja„. <br /> Degenkolb Engineers <br /> Prepared By: Lisette Terry <br />