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C 1707 - 112. <br /> 22zO 1 \ �.�� <br /> =r=te <br /> �-a Kazan & ASSOCIATES , INC . <br /> GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING <br /> CONSTRUCTION TESTING & INSPECTION <br /> FORENSIC INVESTIGATION <br /> December 3,2018 Krazan No.096-17496 <br /> Mr.Danny Gedalia(E-Mail) <br /> MVM DEVELOPMENT&CONSTRUCTION INC. <br /> 19528 Ventura Blvd, Suite#573 <br /> Tarzana,CA 91356 <br /> RE: NOTIFICATION OF COMPLETED WOOD SEISMIC INSPECTIONS <br /> Silver Lake Townhomes—Building B <br /> 11229 19'Avenue SE <br /> Everett,Washington <br /> Dear Mr.Gedalia, <br /> In accordance with your request and authorization,we have performed periodic special inspection services <br /> for wood seismic resistance at buildings E of the above referenced project.To the best of our knowledge, <br /> all wood seismic resistance components have been installed in accordance with the approved plans and <br /> specifications,at locations represented within Krazan reports only. <br /> Krazan inspections have been performed per engineer note 9.1,provided below. Please note that Krazan <br /> performed all inspections on site and no inspections were performed at a fabrication facility. <br /> 9.1 Wood Construction: <br /> For fabricated wood structural elements,inspect during fabrication per IBC sections 1705.5, 1705.11, and <br /> 1705.12. This includes special inspection of"high-load"diaphragms and seismic resistance components <br /> including framing anchors, hold-downs, bolted or nailed connections, shear wall nailing, floor and roof <br /> nailing,load-bearing cantilevers,and dag strut connections. <br /> If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office <br /> at(425)485-5519. <br /> Respectfully submitted, <br /> KRAZAN&ASSOCIATES,INC. <br /> Ryman L.Mercer <br /> Project Manager <br /> Pacific Northwest Division <br /> RLM/lkj <br /> 4303 198th Street SW,Lynnwood,Washington 98036•(425)485-5519•FAX(425)485-6837 <br /> With Offices Serving the Western United States <br /> r/ ,. <br />