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� MATERIALS ��
<br /> CONCRETE; 3000 PSI 2 28 DAYS 1, PRI�R T❑ BACKFILLING, FOUNDATIDN
<br /> AGGREGATE; FTG - 11/2" MAX WALLS MUST BE LATERALLY
<br /> WALLS - 3/4" MAX SUPPORTED BY FLO❑R C�NSTRUCTION
<br /> REINFORCINGt ASTM A615 GRADE 40 FOR #4 BARS AT BOTH TDP AND BOTT�M OR BY
<br /> ASTM A615 GRADE 60 FOR �5 � GREATER BARS ADEQUATE TEMPORARY BRACING,
<br /> BACK HEAVYCLAY - GR❑UP III 2, USE A MINIMUM �F C2>1,/z"� x 8" A,B,
<br /> FILL; EQUIVALENT FLUID PRESSURE w/ (1) NUT & WASHER OR A SIMPSON
<br /> CYeq > = 65 PCF MAB15 ANCHOR FOR EACH PORTIDN OF
<br /> GROUP BASED ❑N C❑DE, SEE S-5 SILL PLATE. PLACE A ANCHOR WITHIN
<br /> 12" OF EACH END,
<br /> 2x10 FL❑OR SYSTEM 3, MAXIMUM WALL LENGTH ALLOWED WITHOUT
<br /> 2x JDISTS e 24 o.c, MAX. A C�NTROL JOINT IS 50 FEET.
<br /> SPACING BY OTHERS 4. FDUNDATIDN DRAIN TILE MUST COMPLY
<br /> w/ UBC APPENDIX 1824,3 & 1824.4 ❑R
<br /> 1/2" � x 8" A,B. AN APPRDVED EQUAL,
<br /> W/Cl> NUT & WASHER 5. SEE S1 FOR FURTHER NOTES &
<br /> „ C�NSTRUCTION GUIDELINES,
<br /> 2 24 O,C. �R SIMPSON
<br /> MAB15 e 16"O,C, OR SIMPSON A34 WALL VERT REINF,
<br /> APP'D EQUAL ANCHOR W/4 8d THICK REINF�RCING BACKFILL
<br /> NAILS EACH LEG
<br /> 2 x 6 TREATED N.S & F,S OF JOIST 8 IN �6 Q 24" O,C, CLAY
<br /> W❑OD PLATE SIMPS�N A34 10 IN �6 2 36" O.C, CLAY
<br /> ANCH�R AT ALL
<br /> I-JDIST FL�OR SYSTEM A,B. LOCATIDNS SEE DETAIL / �
<br /> TJI J�ISTS Q 24 o,c, MAX
<br /> SPACING BY ❑THERS SLOPE
<br /> GRADE AWAY
<br /> FROM FDN.
<br /> 1/2" � x 8" A.B, m '
<br /> W/Cl> NUT & WASHER �
<br /> ���-1 I i_
<br /> 2 24"O,C. �R SIMPS�N �I I�;,I I 1=1 e
<br /> MAB15 2 16"�.C. OR JOIST HANGER CUSPJL26R SEE TABLE
<br /> APP'D EQUAL OR SIMPSON LU26R) (4) #4 HORIZ, , FOR VERT
<br /> • lOd NAILS TO PLATE & $ARS REINFURCING
<br /> 2 x 6 TREATED NO NAILS IN FLANGE ,�
<br /> W❑OD PLATE SIMPSON A34 ° THICK �
<br /> ANCHDR AT ALL „
<br /> A.B, LOCATIONS �
<br /> TRUSS FL❑OR SYSTEM 2"CLR �
<br /> TRUSSES 2 24"o,C, MAX ° °`
<br /> SPACING BY OTHERS �4 X 2'-0" e
<br /> DOWELS 2
<br /> 24" O,C, FLO�R
<br /> 1/2" f� x 8" A.B, SLAB
<br /> W/Cl> NUT & WASHER °
<br /> e 24"O,C. OR SIMPSON DRAIN , � ,
<br /> MAB15 2 16"O.C. OR TILE --�,0 a o
<br /> APP'D EQUAL SIMPSON A34 a e
<br /> ANCHOR W/4 8d 8" x 18" FTG,
<br /> NAILS EACH LEG CMIN)
<br /> 2 x 6 TREATED N,S & F,S �F TRUSS
<br /> WDOD PLATE SIMPSON A35 W A L L S E C T I�N
<br /> ANCHDR AT ALL
<br /> A,B. LOCATIDNS
<br /> �°M�'�'°" "°. ULTEIG GROUP III
<br /> LUNDGREN BROTHERS CONSTRUCTI�N o200� 9' WALL
<br /> s4s INDIAN MOUND EAST DfUWN BY ENGINEERS INC, ��Tf,� �
<br /> W A Y Z A T A, M N S S 3 91 JHD 5201 East Rtver Road Su�te 30 S - 2F
<br /> P h o n e� C 9 S 2> 4 7 3-0 9 9 3 CHECKED BY Mlnneapolis, MN 55421
<br /> JHD Phone 952-472-4746 Fax 952-472-476 O1/Ol/02
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