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• <br /> onyx creative D EaCeinfeh <br /> 5553 Peachtree Rd,Suite 135 <br /> Atlanta,Georgia 30341 APR :0 4 2022 <br /> 470.460.6699 l onyxcreative.com <br /> CI <br /> Permit Services Department RE: Pep Boys#0528 Permit VE1 ITT <br /> 3200 Cedar Street, 2 Floor Everett, WA erv/Ces <br /> Everett, WA 98201 <br /> March 25, 2022 <br /> Dear Plan Reviewer: <br /> The following is in response to Plan Review comments dated March 16, 2022 for the Pep Boys <br /> interior renovation (documents dated 2/10/2022), Permit Number B2202-058, located at 10115 <br /> Evergreen Way, Everett, WA. The numbers below correspond with Plan Review comments <br /> received and Revision 1 on the referenced drawings. Responses are italicized: <br /> Building Department comments: <br /> 1. On Sheets A5.0 and A6.0, the proposed CMU opening is greater than 7'-0" (noted as 9'-8" per the <br /> Glazing Note E on Sheet A5.0 and on A1,0)and indicates the requirement to provide lintel beam <br /> strengthening as designed by a structural engineer(Detail 1/A5.0). <br /> a. Structural engineering drawings S1.0 and S2.0 have been added to the construction <br /> document set, S1.0 provides lintel requirements for the opening size indicated. <br /> b. Drawings A5.0 and A6.0 have been revised to reference the new structural drawings <br /> that have been added to the set. <br /> 2. Detail 13/A6.0 appears to provide another detail for openings for 8'-0" max opening. Please <br /> provide a lintel strengthening that is adequate for the opening being designed and verify that <br /> vertical loading carrying capacity at this location is adequate for the proposed alteration. Please <br /> provide stamped calculations and details for the proposed opening. IEBC 806.2. <br /> a. Structural engineering drawing S1.0 and S2.0 have been added to the construction <br /> document set and provide lintel requirements for the opening size indicated. <br /> b. Drawings A5.0 and A6.0 have been revised to reference the new structural drawings <br /> that have been added to the set. <br /> c. Structural calculations accompany this letter. <br /> The following additional drawings have been revised as noted: <br /> • Cover Sheet CS1.0-updated Drawing Index shows revised pages. <br /> • Demolition Plan D1.0—frost slab size increased to maintain compliance with accessibility door <br /> clearances in the event the slab heaves over time. <br /> • Floor Plan A1.0—frost slab size increased as noted above. <br /> • Restrooms A4.0—clarified that wood blocking is to be fire retardant treated. <br /> Please feel free to contact me if you require additional information. <br /> Sincerely, <br /> Si► <br /> Janet Romanic,AIA <br /> Managing Architect <br />