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STARK 4001 Main Street, Suite 305 <br /> FOUNDATIONS Vancouver WA, 98663 <br /> P: 360.566.7343 <br /> STRUCTURAL PLAN CHECK REVIEW RESPONSE <br /> Client: R&R Foundation Specialist <br /> Project: Froula Residence—Foundation Repair <br /> 7205 Juniper Drive <br /> Everett,Washington <br /> Project No.: 18.049.RFS <br /> Agency: City of Everett <br /> Agency No.: Not provided <br /> Reviewer: Unknown <br /> Date: June 13, 2018 <br /> Review Comments: <br /> 1. Please see the revised plans for the special inspections requirements. <br /> 2. Please see the revised plans and added detail for the adjustable post bases. <br /> 3. The design intent of the channel is to provide voluntary external reinforcement to <br /> the existing foundation and to tie the foundation together along the length where <br /> minor cracking has occurred. While the channel does not carry nor replace the <br /> existing concrete foundation and it's ability to carry the vertical loads;the channel <br /> is conservatively designed as such as shown in the caics. <br /> 4. Lateral bearing per Redmond was a typographical error—please refer to the <br /> revised calculations. <br /> 5. The Simpson Titen HD anchors do not transfer any load from the foundation to <br /> the channel but only serve as a means to attach the channel to the foundation, <br /> and thus is not designed to ACI specifications. <br /> Regards, <br /> Daniel Stark, P.E. <br /> Stark Foundations, Inc. <br />