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s <br /> 1. HORIZONTAL REINFORCING TO EXTEND 24" MINIMUM PAST WALL OPENING EACH END, <br /> 2. INSTALL (1) ADDITIONAL #6 VERTICAL BARS FULL HEIGHT EACH SIDE OF ALL <br /> OPENINGS <br /> 3. DOWELS INTO PRECAST ARE NOT SHOWN FOR CLARITY, <br /> 4. ALL 3'-0" OPENINGS MAY BE BE CAST-IN-PLACE CONCRETE AS DIMENSIONED BELOW WITH <br /> NO SHEAR REINFORCEMENT @ (1) #4 HORIZONTAL BAR TOP & BOTTOM. <br /> 5. SEE Sl & S2 FOR FURTHER NOTES AND CONSTRUCTION GUIDELINES. <br /> (1) #4 HORIZ. d d <br /> BAR TYP. <br /> (1) #4 HORIZ. BAR <br /> T & B <br /> z <br /> R 1/4" x WALL d <br /> WIDTH x CONTINUOUS <br /> #3 STIRRUPS OD <br /> @ 12" O.C. a <br /> d 00 3/1611 [/211 IN 12" <br /> a W8x15A36 <br /> STEEL BEAM <br /> w/ 12" MIN. BEARING <br /> (2) #5 HORIZ. I AT EACH END <br /> BARS @ TOP & I FILL OR BLOCK <br /> BOTTOM OF BEAM 71/2 MIN, AS REQUIRED 7 V2 MIN, I <br /> I I I <br /> I I II I <br /> CONCRETE OPTION STEEL OPTION <br /> 1I TELS <br /> S3 <br /> PRECAST BEARING <br /> 5'-0" MAX. CLEAR SPAN <br /> RESIDENCE UNDER CONSTRUCTION co 3lo N0. f5201 <br /> LTEIG <br /> 4753 NORTH SHORE DRIVE DMWN NGINEERS INC. ur c <br /> A East River Road Suite S - 3 <br /> ❑R❑N❑, MN cHEc nneapolis, MN 55421 05/05/03 <br /> for MINNET❑NKA CUST❑M HOMES J one 763-571-2500 Fax 763-571-1168 <br />