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NOTES MATFRTAI S <br /> 1, MAXIMUM WINDOW WELL SIZE <br /> TO BE 40" x 84" DUTSIDE. CONCRETE� 3000 PSI 2 28 DAYS <br /> 2, PERPENDICULAR WALLS TU AGGREGATE� FTG - 11/2" MAX <br /> HAVE LAPPED HORIZ. BARS WALLS - 3/4" MAX <br /> AROUND CORNERS, REINFORCINGc ASTM A615 GRADE 40 �FDR #4 BARS <br /> ASTM A615 GRADE 60 FUR 5 & GREATER BARS <br /> 3. JAMB EACH SIDE OF OPENING BACKFILL� REFER T❑ S - 2 <br /> TO HAVE C3>�4 VERTICAL <br /> BARS MINIMUM, <br /> 4, SEE S1 FOR FURTHER N❑TES & <br /> CONSTRUCTION GUIDELINES, <br /> 2'-6" FLOOR SYSTEM <br /> BY OTHERS <br /> WIND�W WELL <br /> SLOPE GRADE <br /> AWAY FROM FDN, CONC. LINTEL - <br /> SEE S-8 FOR `O � <br /> - s � d DETAILING :-� � <br /> I (-���I 2" CLR. � <br /> z <br /> �4'S 2 16" O.C, WALL BEY❑ND - W <br /> HORIZ. REINF, �� o � <br /> �4'S Q 24" O,C. 6 MIN, i o <br /> VERT, REINF, TYP. � Z <br /> � <br /> � <br /> GRANULAR <br /> MATERIAL SL�PE <br /> DRAIN TILE IF �� � ����� � �� � ��� � ��� � C3)�4 HORIZ, <br /> NECESSARY BARS <br /> 8" MIN. `O X <br /> PROVIDE VERT. REINF, . � ¢ <br /> SAME AS FULL HT, WALLS .a CDNC. WALL �„� � <br /> SEE NOTE 3 FOR JAMB REINF. FLODR SLAB <br /> DRAIN TILE PER UBC <br /> 1824.3 & 1824.4 ❑R a <br /> EQUAL <br /> 8" x 18" <br /> O a FTG. <br /> WALL SECTIDN <br /> e WINDOW WELL <br /> LUNDGREN BROTHERS C�NSTRUCTIDN �°ozooi� ULTEIG <br /> s4s INDIAN MDUND EAST �WN � ENGINEERS INC, ��rE,� � s - 9 <br /> W A Y Z A T A, M N 5 S 3 91 JHD 5201 Enst R�ver Road Sulte 30 <br /> P h o n e� C 9 S 2) 4 7 3-0 9 9 3 CHECKEO BY M�nneapol�s, MN 55421 O 1/01/0 2 <br /> JHD Phone 952-472-4746 Fnx 952-472-476 <br />