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6775 SW 1 11th, Suite 200
Nordling Structural RECEIVED Beaverton OR, 9700$
';. ' En LLC Ph: (503) 924 -5901
4 Fax: (503) 924 -5903
JAN
24
January 21, 2011
PacTrust ; I __
Pacific Realty Associates, L.P.
15350 SW Sequoia Parkway #300
Portland, Oregon 97224
Attn: Martin Hanson
Loading dock wall opening revisions
15705 SW 72" Avenue
Portland, Oregon
Our office reviewed the existing east wall openings between grids H and K. As long as the openings
are not overcut at the corners, it is acceptable to saw cut and remove up to 18 inches above the
existing opening. The opening width is to remain as is.
Reinforcement of the jambs is not required as the opening width is not to be increased. The
remaining concrete panel above the opening is sufficiently tall to span across the door opening.
See enclosed detail A.
Please contact our office if you have any questions.
Sincerely,
John Nordling, P.E.
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SAW CUT 4
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, CORE DRILL CORNERS,
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(5) OPENINGS BETWEEN N
4 K TO NAVE HEAD NEIGNTS
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INCREASED I' /o MAX; SEE ABOVE.
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STRUCTURAL
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EAST WALL OPE \I�GS
ENGINEERS, LLC PAC TRUST
6775 S 1llc 54.4/ 2 )0 Re avcr;on 012. 9700N Date: JAN 2011 - B)�
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