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<br /> 0 BAR 0 0 2'-0'� MIN (� CONCRETE) 0 BAR � OR 2'-0" MIN (� CONCRETE) �n��_p» �ssl�� ��v�
<br /> 0 BAR � 0 2'-6" MIN (@ MASONRY) 0 BAR � 0 2'-6" MIN (� MASONRY) �
<br /> #4 � 18°oc ONAL �
<br /> SECOND POUR FIRST POUR SEE PLAN FOR �2� �q. .
<br /> SEE PLAN FOR Y° x tY" PREMOLDED AND REINF NTYPS CONT
<br /> � � � � . , NOTES: SLAB THICKNESS CONT JOINT STRIP (JOINT EXTERIOR GRADE
<br /> 1. SEE GENERAL NOTES FOR BAR CLEARANCES. AND REINF TYP MAY BE SAW-CUT � BURKE "KEYKOLD"
<br /> 2. CORNER BARS ARE THE SAME SIZE AND CONTRACTORs OPTioN) JOINT STOP REINF
<br /> � SEE PLAN FOR SLAB
<br /> � " MIN, TYP � � • SPACING AS HORIZONTAL REINFORCEMENT. THICKNESS AND REINF �" CLEAR OF JOINT
<br /> MAX, TYP 3. REINFORCEMENT AT ALL WALL CORNERS, ENDS np � EACH SIDE °oo, o000 o x x x
<br /> AND INTERSECTIONS SHALL BE FABRICATED AND •
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<br /> � . � PLACED IN ACCORDANCE W/APPROPRIATE DETAIL —J � � � �III�i�-I_f=;� �o � N
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<br /> � ' � WALL FOOTINGS. 5. SENGLE CURTAIN REINFORCEMENT ���1��-����` ������ �������fi I���-�I� COMPACTED GRANULAR FILL � -J � � a �M~ �
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<br /> ' BREAK UP SLAB INTO RECTANGULAR AREAS OF 40Q SQUARE FEET OR � � J �;�'`.
<br /> LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. � z �
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<br /> HEADED AB C� 4-0 oc,
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<br /> II- -�= EMBEDDED 7 MIN,
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<br /> _ - _ _ _- _ _- - - _ _ a N � � �IIT -111� 5/"0 AB C� 4'-0", EXCEPT EXCEPT AS NOTED IN SHEAR
<br /> _ _ _ _ � � N� WALL SCHEDULE
<br /> AS NOTED ON SHEAR WALL
<br /> - - - - -_ _ _ - - - Q � "' SCNEDULE INSULATE PER ARCH EXTERIOR GRADE
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