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3102 ROCKEFELLER AVE CANFIELD MADOW LAW GROUP 2022-11-28
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3102 ROCKEFELLER AVE CANFIELD MADOW LAW GROUP 2022-11-28
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11/28/2022 11:50:58 AM
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11/18/2022 2:41:59 PM
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Address Document
Street Name
ROCKEFELLER AVE
Street Number
3102
Tenant Name
CANFIELD MADOW LAW GROUP
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Ccivil&structural <br /> ENGINEERING engineering&planning <br /> November 15,2019 <br /> Drew Martin,P.E.,S.E. <br /> City of Everett Public Works <br /> 3200 Cedar Street <br /> Everett,WA 98201 <br /> RE: Plan Check Number:B1909-028 <br /> Project Name:Everett Office Structural Assessment <br /> Project Address:3102 Rockefeller Avenue,Everett,WA 98201 <br /> Dear Mr.Martin, <br /> Itemized below is our response to the review comments dated November 1,2019 for the above referenced <br /> project. Our response appears in bold. <br /> Engineering Review Division: <br /> Structural <br /> 1. Main Floor Demolition Plan on Sheet A-2.1 shows removal of interior walls at multiple locations. <br /> Documentation shall be submitted verifying that the walls are non-loading bearing walls.The documentation <br /> may include,but is not limited to,floor,roof,and wall framing plans demonstrating the gravity framing load <br /> paths.Where the walls are load bearing,framing plans,sections,and details shall be provided to modify the <br /> load paths.Structural calculations shall be submitted for review that substantiate framing modifications.See <br /> IBC Sections 1603.1, 1604.1,and 1604.4. <br /> Existing framing plans were obtained and compared to the proposed alterations. Structural load path <br /> analysis determined that no new beams are required to be installed for the proposed alterations. Refer <br /> to the attached structural analysis for additional information. <br /> 2. Continuing with the previous comment,the"General Plan Notes"section on Sheet S-2.1 shall include a <br /> requirement for a structural engineer to verify that partition walls are non-load bearing prior to demolition. <br /> See IBC Section 1704.6.1 Item 5. <br /> A note will be added to the drawings for the required observation by a structural engineer. Refer to the <br /> revised drawings. <br /> If you have any questions or comments regarding the responses to this review,please do not hesitate to call. <br /> Sincerely, <br /> CG Engineering <br /> Joe Galusha, PE,SE,LEED AP <br /> Associate Principal <br /> 250 4th Avenue South,Suite 200 <br /> Edmonds,WA 98020 <br /> ph.425.778.8500 I f.425.778.5536 <br /> ! www.cgengineering.com <br /> t f I� <br />
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