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DEI STRUCTURAL <br /> DIBBLE ENGINEERS INC EVALUATION REPORT <br /> November 9, 2022 <br /> Keck General Construction <br /> 7CEOVE1 <br /> Attn.: Mr. Shane Keck, President <br /> 17311 135th Ave NE _ JAN 2 7 2023 <br /> Suite B400 CITY OF EVERETT <br /> Woodinville, WA 98072 <br /> Permit Services <br /> Re: Olin Fields Apartments—Damaged Deck Framing Review <br /> 10115 Holly Dr. Everett,WA 98024 <br /> DEI Project#22-201 <br /> Dear Mr. Keck: <br /> On Wednesday, October 261h, 2022, Dibble Engineers Inc. (DEI) completed a site visit to the Olin Fields Apartments. <br /> Present for the site visit was Mr. Shane Keck and Mr. Jason Bean of Keck General Construction, Mr. Cody Jones of <br /> Security Properties,and Ms. Lindsey Peterson of DEI.The purpose of this site visit was to review the exposed <br /> damaged breezeway and floor framing and discuss preliminary repair options. <br /> Project Description <br /> The Olin Fields Apartments are a multi-family apartment complex and consists of 19 apartment buildings with a <br /> clubhouse and office building.The apartment buildings are three-stories with wood-framed walls and floors. Each unit <br /> appears to have a deck,with each of the floor level decks stacking.The units are accessed by exterior wood-framed <br /> stairs and breezeways.According to the Contractor,there are approximately 112 damaged wood-framed decks and <br /> at least 7 damaged breezeways to be reviewed and repaired. <br /> Observations 64 repair Recommenaations <br /> ITEM#1: BUILDING R-DAMAGED BREEZEWAY AND WALL FRAMING <br /> iv • t ast corner of Building R, DEI observed severely damaged exterior wall and breezeway framing.There <br /> • ►:ra I 6x beams bearing on bundled stud posts at each end of the exterior fin wall and one perpendicular 6x <br /> beam hung off the face of one of_the other 6x beams.The perpendicular 6x beam intersects the western end of the <br /> II n th age of s et„, 1T the Tr er • ; rallel 6x beam supports the stair stringers and <br /> a ng. a br p 7? ••• to so th, WY e landing joists spanning east to west. <br /> T: • pr�x beams are significantly damaged at the southern end. DEI recommends installing shoring to <br /> •'o e beam ends per the attached SK-1,and then saw-cutting off the damaged beam ends up to three <br /> AinAind If es an ha •ng t e .,_.f e _ ep.ce framing per the attached sketches. The perpendicular beam, <br /> g t outhe ge •f t >G : 4 should be removed and replaced once the shoring is <br /> Iled low e joi . he ep. -d der.odicular beam should be approximately six inches longer <br /> than the existing beam, so that the beam end bears on the replaced bundled wall studs with the other 6x beam hung <br /> off of the face. Refer to SK-3 for more information about this repair. <br /> DIBBLE ENGINEERS INC 11029 Market Street, Suite 200, Kirkland WA 98033 1425.828.4200 I dibbleengineers.com <br /> 21(6 <br />