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� MATERIALS �� <br /> CONCRETE� 3000 PSI 2 28 DAYS i. PRIOR TO BACKFILLING, FOUNDATION <br /> AGGREGATE; FTG - 11/2" MAX WALLS MUST BE LATERALLY <br /> WALLS - 3/4" MAX SUPPDRTED BY FLODR CONSTRUCTION <br /> REINFDRCING� ASTM A615 GRADE 40 FOR #4 BARS AT BOTH T�P AND BOTTOM DR BY <br /> ASTM A615 GRADE 60 FOR �5 & GREATER BARS ADEQUATE TEMPORARY BRACING. <br /> BACK GRANULAR & LIGHT CLAY - GROUP II 2. USE A MINIMUM DF C2)1/z"v� x 8" A.B. <br /> FILL� EQUIVALENT FLUID PRESSURE w/ Cl> NUT & WASHER ❑R A SIMPSON <br /> C7eq > = 45 PCF MABiS ANCHOR FOR EACH PORTION OF <br /> GROUP BASED ON CODE, SEE S-5 SILL PLATE, PLACE A ANCH�R WITHIN <br /> 12" �F EACH END. <br /> 2x10 FL❑�R SYSTEM 3, MAXIMUM WALL LENGTH ALL�WED WITHOU <br /> 2x JDISTS 2 24"o.c, MAX. A CONTROL JOINT IS 50 FEET, <br /> SPACING BY OTHERS 4, FDUNDATION DRAIN TILE MUST COMPLY <br /> w/ UBC APPENDIX 1824.3 & 1824.4 ❑R <br /> 1/2" � x 8" A,B. AN APPROVED EQUAL, <br /> W/Ci> NUT & WASHER 5, SEE S1 FOR FURTHER NOTES & <br /> e 60"D,C. OR SIMPSON CONSTRUCTION GUIDELINES, <br /> MAB15 2 48"O.C. ❑R <br /> APP'D EQUAL SIMPS�N A34 <br /> < ANCHDR W/4 8d <br /> 2 x 6 TREATED NAILS EACH LEG SEE DETAIL <br /> W�OD PLATE N,S OR F,S OF J❑IST � � <br /> I-JDIST FL❑OR SYSTEM SL�PE <br /> TJI JOISTS e 24"o.c, MAX GRADE AWAY - <br /> FR�M FDN, � <br /> SPACING BY �THERS � • �NO VERTICAL <br /> ���-1 I i- <br /> �I I�;,I I 1=1 e REINFORCING <br /> 1/2" � x 8" A,B, C3) �4 H❑RIZ, REQUIRED <br /> W/Cl) NUT & WASHER BARS ON TIES e <br /> 2 60"O,C, ❑R SIMPS❑N .. <br /> MAB15 2 48"❑.C. OR JOIST HANGER CUSPJL26R #4 x 2�-0" d � �� � <br /> APP'D EQUAL OR SIMPSON LU26R) DOWELS 2 8 MIN, <br /> ; lOd NAILS TO PLATE 8� 72�� �'�' v <br /> 2 x 6 TREATED NO NAILS IN FLANGE ° � <br /> � <br /> WDOD PLATE a ao <br /> FLDOR <br /> SLAB <br /> TRUSS FLOOR SYSTEM DRAIN e <br /> TRUSSES 2 24"o.c, MAX TILE • � � � <br /> SPACING BY OTHERS �--0 ° ' <br /> o . ° <br /> 8" x 18" FTG, <br /> CMIN) <br /> 1/2�� � x 8" A,B, <br /> W/C1> NUT & WASHER <br /> e 60'�o,c. ❑R SIMPSON W A L L S E C T I 0 N <br /> MAB15 2 48 D,C, ❑R <br /> APP'D EQUAL SIMPSON A35 <br /> , < ANCHOR W/6 8d <br /> 2 x 6 TREATED " NAILS EACH LEG <br /> WODD PLATE N,S OR F,S ❑F TRUSS <br /> COMMISSION N0. ULTEIG GROUP II <br /> LUNDGREN BRDTHERS CONSTRUCTION o2ooi <br /> 8' WALL <br /> 545 INDIAN MDUND EAST DRAWN BY ENGINEERS INC� ucrEic � S - 2B <br /> W A Y Z A T A, M N 5 5 3 91 JH 5201 East R�ver R�d Swte 30 <br /> cr+ECKE�ar MlnnenpoUs, 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 ,.JH D Phone 952-472-4746 Fnx 952-472-476 <br />