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Correspondence (9) rStr .1-0l itco( Sv /ct G ' OP Design•Consulting•Value Engineering Massaad engineering Group Inc. t To: Chris Suhr From: Gaby Massaad CC: Date: March 14, 2017 Job#: 1718 Re: Demolition of interior walls Hi Chris, We visited the site on 3-14-2017,to review the feasibility of removing few interior walls to accommodate the new floor plan. We also reviewed the existing drawings. The building is a two story wood framed structure constructed around 1990's and has construction practices of that era. The walls in questions are on the second floor. The roof structure above is TJI trusses @32"oc spanning from the perimeter walls to an interior bearing beam line as shown on attached SK-2. The walls in questions are non-bearing and may be removed. Please call our office if you have further questions. Respectfully Submitted, Massaad Engineering Group Inc., Gaby Massaad PE, SE a PF ' t' 4 NEIN EER WI 5452041.4 7 , c Ai/ Z /c/ OREGON �R ')F1CY p4r2061 =�►. � EXPIRATION DATE: 12-31-2018 6775 SW 111th Ave,Suite 20 Beaverton,OR 97008 Tel 503-486-5387;Fax 503-486-5097 www.mgroupengineering.com 4 "k\ts\ { itk 120'O.00` __._ ., , _ _ 30'0.00" _.•..lr,+rM._ ._,__, i0`0.00` MM►.MM...�.._..�_� 30'O.00 30'0.00' 123.2 333312 2111 1• 1 ! Ny to whM fay.f. W.sf .k :\R!',:: ! 31 xt.li -.ii fit.jj € ` ?.t $G.f to s .¢\.,,,�.. •r+R\r'// I 3 tat to 12 ,32 t 245•t&. n. 2 ro 4SURE 200 PAW --.a. -' Sx ,. �" ! F rn 1k�Q WOUNS tN43'•e { E K I _if t t•,..:� 'Wt.ms.a s l' j FIFYlfltk " az<evarxa3+ 33 ( c 1 y Q 1 Pk. 6J 1,0 s: .aa .z .,b_...•..., s i t spy TY' F r 11 2 t1 t rtSY� `"a ,,�.. +, 1Yr r t2A ",�. i kFR "'SS"�... 1 31'6.00" lit !R If 2 YAIR* ,,*,}3 3'"s4a bt x - • r! { 3I.'C.' 'I 3 Y' 'x /f ,a x. 1,1'1 x w s '4,,,,,,,,,,,,,,,14,k, z x..c a ',,, V i 26'6;00" I� 26'0.00" J '1611' rrl_._._._ 40'0.00" __.__,__p i 1