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Report /457- i 0/11 - Q91,50 • 12,6eRe rpfi bic4hat 1VL RI O November 10, 2015 Attn: Mac Even 8285 SW NIMBUS AVE,SUITE 180 BEAVERTON,OREGON 97008 TEL:(503) 746-8812 RE: Cross Partition Lot 3,Tigard,OR FAX:('503) 639-9592 Emerio Job Number:189-007 www.emeriodesign.com Dear Mr. Even This letter is in reference to the above listed new single family residence at the above listed site. It is our understanding that you wish clarification of the beam'size beneath the garage f'loor,oi the permit set of drawings. • After we reviewed the plans,we find the beam size needs to be increased because the span increased based off of footing locations. We will need to sister 13/4 x 9 LVL with(2) SDS 1/4"x 4 1/2"screws @ 16" O.C.staggered per each side. This is only required at the 9'span. We have also reviewed the footing sizes and the footing sizes remain adequate with the new poured location. If you have any questions please do not hesitate to contact this office. Respectfully, Emerio Design Geoffrey D.Wright,PE Project Engineer PRO1%, $O I N�� 15 �' 4,573 • ti Ct- r ORE N EY D. ,t1 \ {A/W EXPIRES: 06/30/2016 I , 213 3. : -I. 7t V1,=113,1,5‘1 `' 113 5 .1.4 10f6c of 30e50 4 :wck 3 60ellp,5‘'(24Az.)-`IZ`I p1 6 P5 (ii/e)- 5D`7'PIc M. 10/r) pc = 1311 pC V ' 145.5' 4 VR. 3g57 # ' A .7-ad15" . 4- 016.5" -rry 3 A x at 4i e vJ1 (z) % x LW_ , (0 per e441,1 srje_ C. 0 14 Vr 4 5; 4 .2"160 f4, v , 107 Pi ; . CZaf)$; / . i 5;1 Ier w/ (z) :Ds I/1"X 1X'screws a_ IC " Q.C. 51- 4E-r o WI X1 LVL . 11]RIO PROJECT: 1.5°67-o07 C(055 R i-1 tionS PROJECT#: JOB ADDRESS: CLIENT: 8285 SW NIMBUS AVE. SUITE 180 BEAVERTON, OREGON 97008 DATE: PAGE: TEL: (503) 746-8812 FAX: (503) 639-9592 www.erxi er odesi9r�.corKr.