Report EME RIO
ENGINEERS & PLANNERS
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December 17, 2012
14.151-2-oi2 _ ooZ
Sage Built Homes
Attn: Cale Doney c7-2-8 i2 — •c::• Z, 3
16280 NW Bethany Ct.
Beaverton, OR 97006 Ifr1 Si-c..0 a - 00 a
Subject: Truss Support Clarification
Everett Terrace Lot 11, Tigard, OR
Emerio Job Number: 205-xxx (12-135)
Dear Mr. Doney:
This letter is in regards to your request to clarify a girder truss bearing situation at
the above listed site.
It is our understanding that one of the girder trusses (labeled as BGIRD on the
manufactured truss layout) lands on a window header. The approved set of plans
shows a 6x6 column directly under the end of the girder truss.
This office has received reports and photographic evidence from your office that
shows the location of the girder truss and the header, as well as made a visit to the
site. It appears that the header is a 4x12 and the girder truss sits approximately 1-
ft from the end of the header. Also, at the trimmer/column, the 4x6 column has
been notched approximately 1.5-inches to provide header bearing. It is also noted
that an additional 2x6 was added on the interior side of the header.
After review of the existing conditions, as well as the roof girder truss loading, we
conclude that the girder truss support as constructed is aqeaute.
If you have any questions please do not hesitate to contact this office.
Respectfully, , C : ..,.
Emerio Design � -t%o t N 4.• 9 Dy
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Geoffre' . Wright, P ° G ti A.
Project Engineer fi 'fir os. Z 0�
1 .qr- 4(34111Y1
6900 SW 105th Avenue, Suite C Beaverton, Oregon 97008 TEL: 503.515.5528 Fax: 503.639.9592