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1, SEE S3 FOR LINTEL REQUIREMENTS. <br /> 2. INTERIOR PRECAST BEARING WALL MAY BE 8' THICK MINIMUM WITH #4 VERTICAL BARS <br /> @ 48' O.C. CENTERED OR PRECAST IS TO SPAN FULL LENGTH, <br /> 2, GRADE DROPS ALONG SIDE WALL, SIDE WALLS MAY BE 10' THICK WITH <br /> REINFORCEMENT DETAILED BELOW, <br /> 2 x 6 FRAME WALL BY OTHERS <br /> 1/2"O ANCHOR BOLTS <br /> @ 72" D.C. MAX, (7" MIN. EMBED) <br /> TREATED SYP 1 CONCRETE PLANK MAX. w/ <br /> SILL PLATE 3'' AVERAGE CON,9RETE TOPPING <br /> (1) #4 HORIZ, BAR (MAX, SPAN 30'-0' OUT TO OUT) <br /> @ TOP OF STEM WALL MEMBRANE <br /> it —III <br /> SLOPE GRADE III <br /> AWAY FROM ° 4" MIN. BEARING ALL WALLS <br /> FOUNDATION <br /> 4" STONE VENEER °. a #4 x 1'-4" DOWELS @ 12" O.C. <br /> BY OTHERS DRILLED IN & GROUTED SOLID <br /> BY PRECASTER ALL WALLS <br /> 4" LEDGE ° 2„ <br /> #4 x 2'-0" #6 VERTICAL BARS @ 12" O.C. <br /> DOWELS @ 72" O.C. SEE NOTE 3 ABOVE <br /> (4) #4 HORIZ. BARS ° <br /> (U <br /> 10" MIN, C.I.P. CONCRETE WALL <br /> 14" MIN. @ BRICK LEDGE <br /> #4 x 2'-0" ° 4" SLAB ON GRADE <br /> DOWELS @ <br /> 72" O.C. a s e s . <br /> DRAIN TILE JA o 36" WIDE x 12" DEEP <br /> a CONCRETE STRIP FOOTING <br /> @ PRECAST BEARING WALLS <br /> 24" WIDE x 12" DEEP <br /> CONCRETE STRIP FOOTING <br /> @ PRECAST NON-BEARING WALLS <br /> LOWER AS REQ'D AT WALKOUT <br /> TO PROVIDE 42" OF FROST <br /> PROTECTION TO BOTTOM OF <br /> FOOTING <br /> 1 <br /> WALL SECTION <br /> S2 PRECAST BEARING AND NON-BEARING <br /> RESIDENCE UNDER CONSTRUCTION C00310658 ULTEIG FW <br /> 4753 NORTH SHORE DRIVE DRAWer NGINEERS INC, o $ _ 2 <br /> ❑R❑N❑, MN 5201 East River Road Suite 30 <br /> for MINNET❑NKA CUSTOM HOMES CHECKED Minneapolis, MN 55421h�j 05/05/03 <br /> $H hone 763-571-2500 Fax 763-571-1168 <br />