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NOTES: <br /> 1. ADD RETURN WALLS OR BUTTRESSES IN STOOP AREA AS SHOWN IF OVERALL STOOP CENTER TO CENTER <br /> WIDTH EXCEEDS DIMENSIONS SHOWN. <br /> 2. STOOP WALLS REQUIFiE MINIMUM 16"WIDE x 8" DEEP CONCRETE STRIP FOOTING. <br /> FLASHING&WOOD <br /> PROTECTION BY <br /> OTHERS <br /> � 10'-6"@ 8"WALL � STOOP FLOOR FRAMING OR <br /> SLAB BY <br /> 13'-6"@ 10"WALL <br /> OTHERS BLOCKING <br /> BASEMENT � � <br /> x a <br /> ¢ a <br /> a . ; <br /> r� � —��I I a <br /> � — <br /> � EXAMPLE CORNER —I I I=I I Ia �. . FLOOR <br /> OR STRAIGHT WALL -I I I—I I I CONNECTION <br /> OPTIONS-TYP SEE S10& <br /> i�=���—� �� �? <br /> ~ —���_��� S11 O <br /> � � W �I��II I I=I I I ° C.I.P. CONCRETE � <br /> � _ . WALL SEE F— <br /> � — —" ' ° ADJACENT Q <br /> BACKFILL BELOW ° PLANS FOR � <br /> EXTERIOR STOOP SLABS a� THICKNESS & o <br /> 8"MIN C.I.P. CONCRETE STOOP AREA WITH COMPACTED MAXIMUM WALL a <br /> a . <br /> WALL SEE FULL HEIGHT GRANULAR MATERIAL LENGTHS <br /> WALL SECTION S4 TO FROST DEPTH 'a. SEE FULL <br /> EXAMPLE �'I� (4'-0"MINIMUM) m HEIGHT WALL <br /> SECTION S7 FOR <br /> REINFORCING <br /> � 10'-6"@ 8"WALL � 10'-6" � 8"WALL � <br /> 13'-6"@ 10"WALL 13'-6" @ 10"WALL � 10'-6"@ 8"WALL� 10'-6"@ 8"WALL � <br /> 13'-6"@ 10"WALL 13'-6"Qa 10"WALL <br /> z = <br /> � ;; � � � — <br /> o � = o z � <br /> :��' �,� c� � <br /> _ �3 <br /> EX14MPLE ,2� �ss�,.,;. �. <br /> z = � <br /> � J (� <br /> - J — <br /> o � W <br /> �,,� LL S }° <br /> EXAMPLE '3' <br /> 2016 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev <br /> • '• GUIDELINE DRAWINGS <br /> S�OOP DETAIL Project: <br /> �� ���CI Concrete Inc. <br /> :�175 Isanti Street NE City: State: MN z�P: <br /> '�o1h0r�°:��°s�;�e4 Blaine, MN 55449 Project Number: s.001 <br /> Plymouth,MN55441 Drawing Date: Januarv 1,2o16 C � � <br /> Tel 672-708-3572 CI i ent: <br /> www.hanson rou mn.com Sheet: 15 of 15 <br /> O COPYRIGHT HANSON GROUP LLC 2016 <br />