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41U5- OIymP,� uW, <br />C -Od <br />Begin forwarded message: <br />From: "Frank Jamor <Fank jamotengineering.com> <br />Date: November 19, 2013 at 8:08:34 AM PST <br />To: "Allen Campbell" <allencampbell522 mq ail.com> <br />Subject: "Olympic" JEI Job# 13-07410 <br />Al Ien, <br />The joists at the rear of the 2Id floor framing are 2x10DF2 @ 12"oc. The <br />two spans towards the front of the house may be 2x10DF2 @ 16"oc. <br />The 6x6 post at the concrete wal I at rear of the garage may be sol id blocked <br />from floor framing to sill plate. Sill plate perpendicular stress is <br />satisfactory. The 6x6 DF2 post shall be restrained at the floor sheathing <br />wi th an A35 at mi ni mum 3 faces. <br />Let me know if we can be of further assistance. <br />Frank Jarnot, P.E. <br />Jarnot Engineering, Inc. <br />P.O. Box 704 <br />Monroe, WA 98272 <br />(360) 863 1831 <br />(360) 863 1481 tx <br />C F H W E DD <br />I V NOV 1 9 1013 <br />CITY 0= EVERETT <br />Permit Servic6s <br />