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�,^� 1�,,����.` :A���I,<<� �v�nu� N��rrh <br /> 'a..J�i ���� ".� _ � li:uliplin, �1inn���>r�i »>16 <br /> l r(,>) ;t�i� �ii�l� F:t� (763) �6�� �-�00 <br /> 0 <br /> ���� �l�' ?ti'�<�rdn�t��r Fuurcli ��rc�r, �ui��: 113 <br /> • l�r:u ��r�l, 1V[inne,�>ra �C�41�1 <br /> J����.� �,_` �_ � l?i t;) ,�_';-1 �� F:�x (?I h) '�_'-� 1�hb <br /> +�,_. <br /> �L1�L1ST�, 7�U6 <br /> NIr. Mike Pai-l: <br /> Re: G��rage cit 3_'�U Fo_i-Sn�e�r– Orona, :11�V <br /> Dear Mr. Park, � <br /> Per your request, Structural Desibn Associates has provided a structural desi�l for specific items in <br /> regards to a garage bein;built at 32�0 I�ox Sti-eet in Orono, MN. ll�e garage construction consists of a <br /> 12" precast plaiik tloor bearing on 12" block�valls. Ther� is one full level above the plank with gabled <br /> �rood roof trus�es. The roof trusses also contain an attic space. We were provided with 8 %"x 11" <br /> drawings upon which �ve based our design. <br /> Our design is limitzd to the followin�iteins: <br /> • Check LVL hzaders o��zr door openings and checl:bearing studs and bending studs at opening. <br /> • Checkblock�vall reinforcing far lateral soil pressure. <br /> • Proti�ide design for wall footinbs (ass�uned 1500 psf soil bearing pressure). <br /> • Pro��ide slip connection at front of�arabe wherz stud ��vall bypasses the precast floor plank. <br /> �I�he attached plan sheet S 1 sho���s informatiou regarding footing sizes, header size, and stud information <br /> for header. Sheet S2 and S3 shu��� infornlation regarding the slip connection and sheet S4 shows <br /> infornlation re,ardinb the blocl:wall reinforcing. <br /> Please do not hesitate to contact us ���ith any questions. <br /> Sincerely, <br /> �—�� _ j' <br /> �, � -� <br /> Tro�R Crook, P. E. <br /> Minn. Reg. #4243=� <br />