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� MATERIALS N�TES <br /> CONCRETE; 3000 PSI L 28 DAYS 1, PRIOR T❑ BACKFILLING, FDUNDATIDN <br /> AGGREGATE; FTG - 1�/z" MAX WALLS MUST BE LATERALLY <br /> WALLS - 3/4" MAX SUPPORTED BY FL❑OR C❑NSTRUCTI�N <br /> REINFORCING: ASTM A615 GRADE 40 FOR #4 BARS AT BOTH TOP AND BDTTOM ❑R BY <br /> ASTM A615 GRADE 60 FOR �5 6 GREATER BARS ADEQUATE TEMPORARY BRACING. <br /> BACK HEAVYCLAY - GRDUP III 2, USE A MINIMUM OF C2)1/z"v� x 8" A,B, <br /> FILL� EQUIVALENT FLUID PRESSURE w/ <1> NUT & WASHER ❑R A SIMPS�N <br /> CTeq > = 65 PCF MABiS ANCHOR FOR EACH PORTION OF <br /> GRDUP BASED ON CDDE, SEE S-5 SILL PLATE. PLACE A ANCHOR WITHIN <br /> 12" OF EACH END, <br /> 2x10 FL❑OR SYSTEM 3, MAXIMUM WALL LENGTH ALLOWED WITHDUT <br /> A C�NTR�L JOINT IS 50 FEET, <br /> 2x JOISTS 2 24"o,c. MAX. 4, FOUNDATIDN DRAIN TILE MUST CDMPLY <br /> SPACING BY �THERS w/ UBC APPENDIX 1824,3 & 1824.4 ❑R <br /> AN APPROVED EQUAL, <br /> 1/2" � x 8" A,B, 5. SEE Sl FOR FURTHER N�TES & <br /> W/Ci> NUT & WASHER CONSTRUCTION GUIDELINES, <br /> 2 32"�,C, OR SIMPS❑N <br /> MAB15 Q 24"O.C. DR WALL VERT REINF. <br /> APP'D EQUAL ' SIMPS❑N A34 THICK REINFORCING BACKFILL <br /> ANCH�R W/4 8d 8 IN � 6 e 36 O,C, CLAY <br /> � NAILS EACH LEG � �� <br /> 2 x 6 TREATED N,S & F,S OF JOIST 10 IN N❑NE CLAY <br /> WOOD PLATE <br /> �N� VERTICAL REINFORCING IS REQUIRED <br /> FOR 5000 PSI CONCRETE. <br /> I-J�IST FLO�R SYSTEM SEE DETAIL / � <br /> TJI JOISTS 2 24"o,c. MAX <br /> SPACING BY OTHERS SLOPE <br /> GRADE AWAY <br /> FROM FDN, <br /> 1/2" 41 X 8" A�B� OD ° <br /> W/CI) NUT & WASHER � SEE TABLE <br /> 2 32"O,C. OR SIMPSON �I I���I l I�I�I e F�R VERT, <br /> ' MAB15 2 24"O.C, OR JDIST HANGER CUSPJL26R -��� REINFORCING <br /> APP'D EQUAL OR SIMPS�N LU26R> <br /> °' �a lOd NAILS T� PLATE & ° <br /> 2 x 6 TREATED ND NAILS IN FLANGE ,� <br /> WDOD PLATE C3) �4 HORIZ, x <br /> BARS ON TIES ° THICK � <br /> � <br /> e � <br /> TRUSS FLO�R SYSTEM � <br /> a m <br /> TRUSSES 2 24"o.c, MAX �4 x 2'-0" <br /> SPACING BY OTHERS DDWELS 2 FLOOR <br /> 36" O.C, SLAB <br /> e <br /> 1/2" � x 8" A.B. DRAIN , � a <br /> W/Cl)� NUT & WASHER TILE ��O e Q o <br /> e 32 D.C, OR SIMPSON � <br /> 8" x 18" FTG. <br /> MAB15 2 24"❑,C, OR a CMIN> <br /> APP'D EQUAL SIMPSDN A35 <br /> ,. < ANCHOR W/6 8d <br /> 2 x 6 TREATED " NAILS EACH LEG W A L L S E C T I�N <br /> WOOD PLATE N.S & F.S OF TRUSS <br /> �°��'SS'°" "°. ULTEIG GRDUP II <br /> LUNDGREN BROTHERS CONSTRUCTI�N o2001 <br /> 545 INDIAN MOUND EAST o�WN � ENGINEERS INC� ULTfIG �� 8 �✓ALL <br /> W A Y Z A T A, M N S 5 3 91 JHD ` 5201 Enst Rlver Road Sulte 30 S - 2C <br /> CHECKED BY M�nneapolis, MN 55421 O 1/O 1/02 <br /> P h o n e� <9 S 2> 4 7 3-0 9 9 3 JH D Phone 952-472-4746 Fax 952-472-476 <br />