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c- structural <br /> engineers <br /> info@b2engineers.com <br /> 425-318-7047(0) <br /> 425-318-0031 (C) <br /> SEAMAR EVERETT ADDITION <br /> 1920 100TH SE, EVERETT, WA 98208 <br /> STRUCTURAL CALCULATION <br /> PROJECT NO: 20055 DATE:09/14/20 <br /> PREPARED BY: BASRI BASRI PE, SE <br /> Design Criteria <br /> International Building Code(IBC)2015 <br /> American Society of Civil Engineers(ASCE)7-10 <br /> Project Description <br /> 1 <br /> Structural <br /> Gravity System: <br /> 5.This comment has not been completely addressed. The location of the fire wall has been <br /> revised in response to the original comment. The location of the wall relative to the trusses <br /> above is not clear. A detail should be provided clarifying the support of the roof. Note that the <br /> wall design does not comply with IBC Section 706.2; see Architectural Comment 3 for additional <br /> information. See IBC Section 706.2. <br /> RESPONSE: PLEASE SEE REVISED PLAN 2/S-1 AND DETAIL 4 OF S-2 TO MATCH REVISED <br /> ARCHITECTURAL DRAWINGS <br /> Lateral System: <br /> 8.This comment has not been completely addressed. The original comment stated that the <br /> holdown design is required to include overstrength factor on the earthquake component. The <br /> overstrength factor appears to be incorrectly applied to the net uplift force, not the earthquake <br /> component. The design should be revised. See IBC Sections 1613.1 and 1901.2,ASCE 7-10 <br /> Section 12.4.3 Equation 7, and ACI 318-14 Sections 17.2.3.3 and 17.2.3.4.3. <br /> RESPONSE: PLEASE SEE REVISED CALCULATIONS WHERE THE OVERSTRENGTH FACTOR ARE <br /> APPLIED TO THE EARTHQUAKE COMPONENTS. <br /> D Ec. cao.v .2. <br /> , A2t1 , <br /> }# O C r 0 1 2020 <br /> CITY OF EVERETT <br /> t. J r;•r:� `.- Y sir.,. <br /> Permit Services <br />