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r � <br /> November 12,2019 <br /> Ben Smith <br /> Custom Design <br /> Sent via: Email <br /> Subject: Plan Check No. C1706-011 <br /> 2602 Cleveland Ave Permit Review Comments <br /> Dear Ben, <br /> On Saturday, October 24th,2019,I inspected the house at 2602 Cleveland Ave in Everett, Washington <br /> and reviewed the City's review comments. This letter is in response to the City's comments and the <br /> items we discussed on site.I have copied the City's comments below for reference. <br /> 1. Please provide revised drawings reflecting the changes made to the upper front porch and <br /> columns supporting the roof over the front porch, located on the east side of the structure. <br /> Response:Revised drawings to be submitted with this letter. <br /> 2. Provide gravity, wind and seismic calculations for the columns supporting the roof over the front <br /> porches. <br /> Response:Stamped structural calculations attached analyze the entry columns, roof, and east <br /> shear wall for the revised configuration. <br /> 3. Revise second floor plan to show additional space over garage. Label this space as <br /> "Uninhabitable Storage Only".If this space is heated, indicate level of insulation in walls floor <br /> and ceiling. If unheated provide insulated door between the living space and storage area. <br /> Response:Revised drawings to be submitted with this letter. <br /> 4. Revise second floor plan to show two windows and door in the front elevation. <br /> Response:Revised drawings to be submitted with this letter. <br /> 5. Provide verification from the engineer of record that the reduction in shear walls on the east <br /> elevation does not change the requirements for lateral bracing. <br /> Response:Stamped structural calculations attached provide analysis for revised east wall <br /> configuration and show that the existing configuration is adequate. <br /> At your request I also evaluated the deck support corbels at the 2nd floor east wall.Per the attached <br /> calculations,the existing configuration with corbels is structurally adequate to support the deck under <br /> typical deck live loads.Note that the small configuration of the deck makes it unlikely to ever <br /> experience such loads. <br /> 11/12/196:03PM 6//9 <br />