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Specifications (2) /451 A/?-ootsis /4/f0 ScA> STRUCTURAL INTEGRITY, LLC Design Memorandum To: Matt Greiner, LX Design From: Shane Earp, PE Project: Knez Residence Remodel Project Location: 14980 SW 100th Ave., Tigard, OR Project No.: 19192 Re: Floor Joists Calculation It is my understanding a non-loadbearing wall is to be moved on the main floor level. The wall supports ceiling joists only, there is not any snow or floor live load on the ceiling joists. The new wall bears on floor joists approximately 8"from the support. The joists span 10,-0" and are 2x12's @ 16" o/c. Attached is a calculation for the subject floor joists. The floor joists are adequate to support floor live load, floor dead load and the wall above. Please contact my office if you have any questions or comments. •$.1) PRop 1 N •4 58521PE 42,te A 4 OREGON "14,1, c;) , ,p4, • 14, dNE W. '0$ EXPIRES: 12-31-2019 724 MAIN ST., SUITE 214, KLAMATH FALLS, OR 97601