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Conducted site visit on December 2,2014 to review the end supports
for a second floor GL beam noted as beam#4(GL5.5x15). Notes#5
and#6 depict that the GL beam is to be supported on 6x6 posts
between the first and second floors. The as-built condition differs as
follows but is acceptable as described.
1. The as-built condition is supported by multiple studs below
with solid blocking in the first floor joist space to the concrete
foundation wall below. The support is acceptable as long as
blocking is added to the side of the beam above the door
opening. Attach the blocking to the beam so that the beam is •
firmly supported laterally.
2. The GL beam is supported by a double stud below the beam _
with a full height trim stud at the beam end. Verify or add
(5)-16d nails from the trim stud to the GL beam end. c��l PROF'
,, N„ I n' 0
1213 1 ' y
C.A..) 0 Site Visit December 2, 2014 ,fr.'EGON 4y 4.
oyN E. NORQ�\N\
1 EXPIRES:12131 714
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NORDLING Proj. No.: 14-333
4 STRUCTURAL FREWING RESIDENCE
i ' LASHER DES N
�� �,� �.� ENGINEERS, LLC
6775 SW 111th.Suite 200•Beaverton OR,97008 Date:SEP 2014 By:JEN Sheet No.: 1