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�IE� �iRADE BEAM CAPACITY: <br /> 1.PROVIDE BEAM DEPTH TD GIVE GRADE BEAM CAN SUPPORT A UNIF❑RM <br /> FROST PROTECTION ❑F 42" BEL❑W SERVICE LOAD OF 4000 PLF OR A <br /> FINAL GRADE ❑R PROVIDE 4" POINT L❑AD OF 6000 POUNDS AT ANY <br /> POLYSTYRENE INSUL, UNDER WALL, L❑CATION AL❑NG THE GRADE BEAM. <br /> 2,GRADE BEAM REINFORCING MAY BE <br /> BUNDLED UP T� 3 BARS T❑ A BUNDLE, <br /> MATERIALS <br /> CONCRETE� 3000 PSI 2 28 DAYS <br /> AGGREGATE� FTG — 11/2" MAX <br /> WALLS — 3/4" MAX <br /> REINFORCINGc ASTM A615 GRADE 40 FOR #4 BARS <br /> ASTM A615 GRADE 60 FUR �5 & GREATER BARS <br /> BACKFILL c REFER TO S — 2 <br /> SEE S-2 FOR 8" GRADE <br /> WALL REINFORCEMENT DEPTH <br /> - - - - - ---r — - - - <br /> 8" WIDE GRADE BEAM <br /> CMINIMUM DEPTH 24") C3> #4 HORIZ, <br /> BARS T�P & <br /> EXTEND BARS 24" BDTT, OF WALL <br /> INTD HIGH WALL <br /> 4" P❑LY, CONCRETE FOOTING <br /> INSULATION t�R <br /> SEE N❑TE <br /> FOR ALTERATIVE,� <br /> � <br /> � <br /> �1 <br /> �/ 1 C❑MPACTED FILL <br /> i <br /> i OR STABLE BANK <br /> CONCRETE F�OTING i <br /> i <br /> MAX, SPAN 6'-0" <br /> COMPACTED FILL <br /> GRADE BEAM STEP F�DTING <br /> LUNDGREN BR�THERS CDNSTRUCTIDN �°ozooi ULTEIG <br /> 545 INDIAN M�UND EAST ��WN �" ENGINEERS INC. ucrEic �� S — 4A <br /> W A Y Z A T A, M N S S 3 91 JH D 5201 Enst Rlver Rond Su�te 3 <br /> CHECKED 8Y Mlnneapolls, MN 55421 O 1/O 1/02 <br /> P h o n e� <9 5 2> 4 7 3-0 9 9 3 JHD Phone 952-472-4746 Fnx 952-472-476 <br />