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' � . <br /> , <br /> 1 <br /> Architects and Engineers October 13� 1992 �., <br /> Offices in Rochester <br /> and'�linncapolis.11N <br /> Mr. Jeff Hilgemann .�.r�•� � � <br /> �^ � q�y <br /> 7301 Ohm,L:uu.Suite-lK(I ' � l.°U� 1 l7� <br /> Charles Cudd Company �" <br /> �1inneapolis.MN�S-1?9 1802 Wooddale Drive � <br /> FAX(61')K30-IS07 Woodbury, MN 55125 <br /> TEL(612)830-(�70 <br /> Re: Foundation Wall Design <br /> Memher of TSP Group: PY'1V1t@ Residence <br /> Rochester.MN Eden Prairie, Minnesota <br /> Minneapolis.MN TSP Yroj ect NO. 92745 <br /> Denver.CO <br /> c�ne«t.wv Dear Jef f: <br /> k:����i c���.s�� <br /> s�,�"d�",.����� As requested, I have revised the reinforcing <br /> s'°�'F:'�''.SD required for the block foundation wall at the above- <br /> mentioned project. The wall height has increased <br /> from 13 courses of block to 14 courses. I recommend <br /> that the wall be reinforced with a single #6 bar <br /> vertical at 4'-0" on center at the inside face of <br /> the block or a #5 bar vertical at 2'-8" on center. <br /> If you have any questions, please feel free to call <br /> me. <br /> Sincerely, <br /> ' TSP <br /> �- i , ,R,t-�. �-- <br /> � <br /> Ja�ed K. a son <br /> S ructura ngineer �, <br /> Reg. No. 15847 . <br /> JKL/L92745A <br /> An Equal Opponunity, <br /> Affirmative Action <br /> Employer <br />