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' , ������� ���°�� <br /> ' � 203 LITTLE CANADA ROAD � �� �' ` ' �' # `� <br /> SUITE 280 <br /> SAINT PAUL <br /> MINNESOTA 55117 <br /> , TEL: 651-490-9266 <br /> FAX: 651-490-9265 <br /> c��o���t� � ��o <br /> /ROFESSIONAL ENGINEERING CONSULTANTS <br /> INCORPORATED <br /> April 8, 2015 <br /> Bob Schwab <br /> Sussel Corporation <br /> 654 Transfer Road, Suite 16B <br /> St. Paul, MN 551 14 <br /> Subj: Structural Review <br /> 3630 Eileen Street <br /> Orono, Minnesota <br /> PEC #4177 <br /> Dear Mr. Schwab: <br /> This letter concerns our structural review of your plan to construct a new dining room over <br /> a new basement level area. On April 6, 2015, we received a copy of your plan for <br /> alterations and new additions. You requested we provide review and recommendations <br /> on the following: <br /> 1. Connecting the steel beam to the wood column supports. <br /> 2. Point loading from the new steel beam over the existing steel beam. <br /> 3. Footing recommendations to support additional column loadings at the inside <br /> corner of the new basement area. <br /> 4. Core filling required in the concrete masonry at the inside corner of the new <br /> basement area. <br /> The new steel beam supported on wood columns should bear on steel plates between <br /> the top of the column and the bottom of the steel beam.An approximate Y4" gap sho�ld <br /> be allowed at each end of the beam and adjoining king stud. The web of the beam <br /> should be blocked verfically in place with steel angle sections 1 '/2" X 1 Y2". Each angle <br /> section should be connected to the king stud with two lag screws. <br /> The point loading from the end bearing of the new steel bearing can be carried by the <br /> existing steel beam. <br />