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#4 BARS @ 18"O.C. 12"THICK C.I.P.CONCRETE <br /> IN TRANSVERSE STRUCTURAL SLAB <br /> DIRECTION <br /> a � <br /> ` . n _ . . <br /> °:a. <br /> #5 HORIZONTAL BARS <br /> @ 18"O.C. <br /> CENTERED IN SLAB IN <br /> SPAN DIRECTION <br /> � SECTION <br /> S4 �STRUCTURAL SLAB <br /> MAX.SPAN=8'-0" <br /> � <br /> a . ,� <br /> i� a <br /> Z ,� <br /> � (3)#5 HORIZONTAL <br /> o ° BARS <br /> N (NO STIRRUPS REQ'D) <br /> ��� EXTEND BARS 24"BEYOND <br /> OPENING EACH END <br /> ° SPLICE BARS AS NEEDED <br /> _ � � AROUND ADJACENT <br /> N <br /> CORNERS <br /> 10" <br /> 2 SECTION <br /> S4 CONCRETE LINTEL <br /> MAX.SPAN=8'-0" <br /> Rev Date SECTIONS 1 hereby cerNfy that Mis plan,S��r�en«,«��,ort�pre�an�y <br /> me or under my direct supervision and that 1 em a dWy Lkansed <br /> Drazan Residence Professional Engineer under the laws d tlre Stme d Mlnnesote. <br /> 3546 Ivy Place oa�e: au <br /> Orono,MN ` !,f <br /> Signed <br /> Charles Cudd Company P^^���� ��E�Sul�ie38 <br /> 15050 23rd Avenue North Project Number: 08.00360 Mlnneepo6a,�ssez� <br /> Designed By: plymouth,MN 55447 Drawin Date: 11/04/08 TN 763-571-2500 <br /> 9 Fax 763-571•1168 <br /> Jason Schik Sheet: 4 of 4 ��•��^ <br />�O COPYRIGHT ULTEIG ENGINEERS INC.2008 <br />