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Correspondence
/n Si X0/8 - 00 308 f GREEN MOUNTIIIN structural engineering Memorandum May 17,2019 To: Amilian Avgi, Riverside Homes From: Corina Muntean, P.E Re: Plan 2885 at 7703 SW Cornutt St.Tigard Or I understand that the garage shear wall does not meet the 3.5:1 ratio that is noted on detail 11 on S2 or permit drawings.We recommend that the inside of the pier be sheathed and nailed as shear wall type D. If you have any questions, don't hesitate to ask. PRO � xe <1',N4 NSE'• sf0 4978PE � OREGON C10"44/ t NQS P� �'*INA !EXPIRES • 31 -?.�}ZQ • greenmountainse.corn- info©greenmountainse.com-4857 NW Lake Rd..Suite 260,Camas,WA 98607