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<br /> , � MATERIALS
<br /> C�NCRETE; 3000 PSI @ 28 DAYS 1, PRIDR TO BACKFILLING, F❑UNDATIDN
<br /> AGGREGATE� FTG — 1 �/2" MAX WALLS MUST BE LATERALLY
<br /> SUPPORTED BY FL�OR C�NSTRUCTI�N
<br /> WALLS — 3/a'� MAX AT T❑P AND SLAB AT BOTT�M ❑R BY
<br /> REiNFORCING� ADEQUATE TEMP�RARY BRACING,
<br /> tt4 BARS — ASTM A615 GRADE 40 2, USE A MINIMUM OF C2) ANCH�RS F�R
<br /> tt5 & GREATER BARS — ASTM A615 GR, 60 EACH P�RT10N ❑F SILL PLATE, PLACE
<br /> BACKFILL� 100% GRANULAR — GR❑UP I AN ANCHOR WITHIN 12" ❑F EACH END,
<br /> EQUIVALENT FLUID PRESSURE 3, MAXIMUM WALL LENGTH ALL�WED
<br /> CZ'eq ) = 30 PCF WITHOUT A C�NTR�L JOINT IS 50 FEET,
<br /> GR❑UP BASED �N THE CODE 4, DRAIN TILE, DAMPROOFING AND/OR
<br /> WATERPRO�F"ING, & INSULATIpN, AS WELL
<br /> j—J�1ST OR LUMBER FL�OR JOIST SYSTEM AS THEIR INSTALLATI❑N, ARE TO BE
<br /> IN ACC�RDANCE WITH THE CODE,
<br /> JOISTS @ 24" �,C. MAX, 5, SEE S1 FOR FURTHER N�TES &
<br /> SPACING BY ❑THERS C�NSTRUCTIpN GUIDELINES,
<br /> �/2"� x 10" LONG SEE DETAIL — �
<br /> ANCHOR BOLTS w/ —��
<br /> <1) NUT & HEAVY
<br /> DUTY WASHER @ 72" (
<br /> ❑.C, (7" MIN, EMBED> SLOPE GRADE
<br /> �R SIMPS�N MAB15 JOIST HANGER (USP AWAY FR�M
<br /> @ 60" �,C. ❑R OR SIMPSON) w/ (6) FOUNDATI�N $" a
<br /> APPR�VED EQUAL ' lOd x 1�/2" NAlLS T❑ MIN � /
<br /> 2 x 6 MIN. W�OD JOIST & N� NAILS T❑ ,��=i I�_ R�INF�RCINGL
<br /> SILL PLATE �II;,III-1 ° REQUIRED
<br /> C3> tt 4 H�RIZ.
<br /> BARS a
<br /> TRUSS FL��R SYSTEM tt4 x 2'-0" Q
<br /> TRUSSES @ 24" �,C, MAX, DOWELS @ a � g" MIN. �
<br /> SPACING BY OTHERS 72�� ���� '
<br /> <S" M1N� EMBED) o 0
<br /> Z x 4 MIN, CONT, ❑� �
<br /> RIBBON BRACE
<br /> �
<br /> �/2"as x 10" LONG � �FLO❑R SLAB
<br /> ANCH�R BOLTS w/ � a
<br /> C1> NUT & HEAVY TYP—�—T—�-1 t/2' ' d o
<br /> DUTY WASHER @ 72" T--� °
<br /> O.C, C7" MIN, EMBED> SIMPSON A35 �� ° a�
<br /> �R SIMPS❑N MAB15 < ANCHOR w/ C4) �
<br /> @ 60" �.C, OR ° 8d x 11/2" NAILS
<br /> APPROVED EQUAL EACH LEG N.S. �R M❑NOLITHIC
<br /> 2 x 6 MIN, WDOD
<br /> F,S OF TRUSS P❑UR
<br /> SILL PLATE CONCRETE STRIP
<br /> FOOTING
<br /> SEE SHEET S9
<br /> WALL SECTI�N
<br /> 2005 MASTER CAST-IN-PLACE CONCRETE GABRELCIK ENTERPRISES, INC.
<br /> FOUNDATION DRAWINGS 6285 PAINTERS CIRCLE MINNETRISTA,MN 55364
<br /> 8 FT HIGH FOUNDATION WALL FOR SAND(GROUP I) SOIL Fnone:�y52j 472-2545 raX:(ySL�4�L-79tiL
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