1706 112TH ST SE 2023-10-26 - Laserfiche WebLink

Drew Martin From: Drew Martin Sent: Monday, August 23, 2021 11:10 AM To: cnldesign.drafting@gmail.com' Subject: City of Everett Permit Services: 1706 112th Street SE (B2108-032) - First Building Intake Review Hello, Mr. Laviste. Your application has been received and a permit set up. However, the submitted documents are not sufficient for us to perform a review at this time. Cconstruction-level documents need to be submitted for review. Preliminary comments are provided below to assist in preparing the drawings, but these are not intended to provide a comprehensive review. The proposed project involves converting a single-family residence into an adult family home. The house was subject to code enforcement action in March 2001 per File No. 1-0370 and W1106-011. A building permit was issued under No. CW1107-002, however the project was not finaled; a letter notifying the applicant that the permit was expired was issued on 10/23/2012. Per the inspection records, significant work was incomplete, including but not limited to insulation and GWB installation. Inspection records also indicate possible deviations from the permitted construction drawings, including but not limited to missing openings in the wall where the existing garage door was infilled. The building is not legal in its current condition. A building permit is required to complete the previous conversion of the garage to habitable space. New construction drawings are required to permit the converted garage. The permit drawings should also include the addition on the backside of the garage that was constructed at this time. The construction is required to comply with the 2018 I RC. 2. The project will be required to comply with the current residential energy code requirements of the 3. Continuing with the previous comment, energy credits are required per WSEC Section R406. 4. The smoke/CO alarm note should be revised to require hardwired and battery back-up power. 5. The bathroom grab bars should be provided with blocking and connections in the walls capable of resisting the applied loads. 6. The following comments should be addressed for the ramp: a. The maximum slopes for the ramp should be specified. Note that the ramp is has a diagonal connection to the deck, which will result in a cross -slope; this should not exceed code limits. b. Structural details should be provided for the construction of the ramp. Connections for the guards and handrails should be provided. The guards and handrails should be able to resist a minimum 200-pound load per IRC Table R301.5. Review of your project will be performed in the order received once the required documentation has been submitted. Please let me know if you have questions.