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2506 BAKER AVE 2022-01-19
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2506 BAKER AVE 2022-01-19
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1/19/2022 9:33:13 AM
Creation date
8/16/2021 8:10:46 AM
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Address Document
Street Name
BAKER AVE
Street Number
2506
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Mr. Douglas Acheson <br />2506 Baker Avenue <br />Plan Check Number: B2005-039, First Building Review <br />June 9, 2020 <br />Submittal documents shall contain sufficient information and detail to review the proposed project <br />for compliance with the adopted codes. Upon submittal of the revised documents, your application <br />will be given priority and plan reviews will recommence. <br />General: <br />The project appears intended to comply with the requirements of the IRC. However, the <br />proposed structural construction does not conform with the prescriptive design provisions of <br />this code. The design has been reviewed per the provisions of the IBC per IRC Section <br />R301.1.3. The comment does not require a response unless the applicant intends to clarify <br />compliance with the IRC. Other comments provided in this review are based on demonstrating <br />compliance with the IBC. <br />2. The construction drawings do not include material requirements for the structural systems. <br />Material properties, connection requirements, fabrication and coating requirements, and other <br />information required to perform the structural work should be specified in accordance with the <br />following design standards: <br />a. Concrete: IBC Sections 1901.5. <br />b. Wood: IBC Section 2306.1 and AWC NDS-15. <br />The material specifications are provided in the list below and indicated on the new drawings <br />submitted 8/6/20. <br />1. POST (4) 6x6 (Net 5.5"x 5.5") x 16' cut to final heights for roof slope, SELECT <br />STRUCTURAL GRADE KDHT D-FIR, Canyon Lumber <br />2. BEAMS (2) 5.5"W x 7.5"H x 26'L ROSBORO X-BEAM 24F-V4 (Specification sheet <br />attached) <br />3. ROOF CAR DECKING 1.5" X 5.5" X 8' SELECT GRADE D-FIR <br />4. ROOF EDGE BUTRESS 2X4 SELECT STRUCTURAL GRADE KDHT D-FIR <br />5. CONCRETE FOOTINGS: MUTUAL -TARGET CONCRETE MIX conforms to ASTM C387-00 28- <br />day compressive strength requirement of 3480 psi. (Specification sheet attached) <br />6. POST BASE TREATMENT: COPPER -GREEN WOOD PRESERVATIVE (Specification sheet <br />attached) <br />7. WOOD PRESERVATIVE TREATMENT FOR ALL EXPOSED WOOD: PENOFIN ULTRA <br />PREMIUM RED LABEL (Specification sheet attached) <br />3200 Cedar Street © 425.257.8810 O everetteps@everettwa.gov <br />Q'1J Everett, WA 98201 425.257.8857 fax ® everettwa.gov/permits <br />
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