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ZI,OIE� MATERIALS <br /> 1, H❑RIZONTAL REINFORCING T� BE �� CONCRETE� 3000 PSI e 28 DAYS <br /> CENTERED IN WALL & EXTEND 24 AGGREGATE: FTG - 11/2" MAX <br /> MIN, PAST WALL OPENING EACH END. WALLS - 3/4" MAX <br /> 2. LOADS SHOWN B❑LD IN TABLE REINFORCING� ASTM A615 GRADE 40 FOR �4 BARS <br /> REQUIRE SHEAR REINFORCING, ASTM A615 GRADE 60 FOR �5 & GREATER BARS <br /> 3. SEE S1 F�R FURTHER NOTES & <br /> CONSTRUCTIDN GUIDELINES. <br /> SHEAR REINF. <br /> #3 BAR W/ HDOKS g" MIN. <br /> 2 8" D,C, � <br /> d a�} <br /> H <br /> � N <br /> a . U � <br /> o N � <br /> HORIZ, REBAR TOP � <br /> & BOTTOM PER <br /> TABLE <br /> TYPICAL C�NCRETE LINTEL <br /> CTUA LI.NTEL SPAN IN FEET <br /> LOAD <br /> CPLF> 4 5 6 7 8 <br /> 1000 N�NE N❑NE N❑NE 1-tt5 1-#5 <br /> 1500 NONE N❑NE 1-�S 1-#S 1-�5 <br /> 2000 N�NE 1-�5 1-'�5 1-�5 1—�6 <br /> 2500 NONE 1-#5 1-#5 1-�6 1-�6 <br /> 3000 1-�5 1-#5 1-�5 1-�6 1-�6 <br /> 3500 1-tt 5 1-�5 1-�6 1-�6 2-�5 <br /> 4000 1-�5 1-#5 1-�6 1-�6 2-�5 <br /> HDRIZONTAL REIN�DRCING TABLE <br /> SEE NOTE 2 FOR STIRRUP SIZING <br /> LUNDGREN BROTHERS C�NSTRUCTIDN �°ozooi� ULTEIG <br /> s45 INDIAN MOUND EAST o�WN � ENGINEERS INC, ���,� �„R� S _ 8 <br /> W A Y Z A T A, M N S S 3 91 J � 5201 Enst R�ver Rond Su1te 30 <br /> cHECKEo ar � M�nneapoUs, MN 55421 O 1/O 1/0 2 <br /> P h o n e� C 9 S 2) 4 7 3-0 9 9 3 JHD Phone 952-472-4746 Fax 952-472-476 <br />