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<br /> 0 BAR � 0 2'-0" MIN (@ CONGRETE) 0 BAR � OR 2'-0" MIN (� CONCRETE) #4 ���-��� �g°o� NA� £ �
<br /> 0 BAR 0 0 2'-6» MIN (t� MASONRY) 0 BAR � 0 2'-6" MIN (C� MASONRY)
<br /> SECOND POUR _ fIRST POUR SEE PLAN FOR (2) #4
<br /> SEE PLAN FOR Ye� x tY�" PREMOLDED SLAB THICKNESS CONT ,
<br /> � � � � � � NOTES: SLAB THICKNESS CONT JOINT STRIP (JOINT u AND REINF TYP 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 coN�a,cTaRs oPnoN) JOINT STOP REINF
<br /> • • SPACING AS HORIZONTAL REINFORCEMENT. SEE P�AN FOR S�AB 1" CLEAR OF JOINT
<br /> � " MIN, TYP � � THICKNESS AND REINF � EACH SIDE x x x x �
<br /> 3. REINFORCEMENT AT ALL WALL CORNERS, ENDS TYP
<br /> „ °oo, ooa o a ,r,
<br /> MAX, TYP AND INTERSEC110NS SHALL BE FABRICATED AND _� Ooo�000�oo° 2 L��p N
<br /> � � PLACED IN ACCORDANCE W/APPROPRIATE DETAIL �—
<br /> � , =1 I t=1 I L'-1 I 1;-;1 I t `� � x
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<br /> � I � 4. THIS DETAIL ALSO APPLIES TO ALL CONTINUOUS �O ��o ���°� �oo, a000C�o�a �o � � �� e PLASTIC VAPOR BARRIER &
<br /> i I I I I I 1= I I I I- =I 1= I I-I I�I 1- I I I I I I I- � __� • � �-$�;,�•��z:.��`����=��,��� �-::����:,.�.,.� Q o r�i o E _. .
<br /> • WALL FOOTINGS. 5. SINGLE CURTAIN REINFORCEMENT ���-� ���` =� ..I��.-�.Tr` ��.�Tf.:.� COMPACTED GRANULAR FILL .L������ - �, ��M �
<br /> - - SHALL BE PLACED AT CL OF WALL UNLESS P E R P L A N �'�� -��� L� �� r� J ���y � � Q��, �
<br /> P L A S I I C V A P O R B A R R I E R & PLASTIC VAPOR BARRIER & -��,�->'`���' f�w 4 � 1 8"o c =I °' �N o�
<br /> S P E C I F I C A L L Y D E T A I L E D O T H E R W I S E. C U T A L T W I R E S � J O I N T -�-�"`�2 4 CONT # � - °' ��
<br /> � P L A C E A L T E R N A T I NG C O M P A C T E D G R A N U L A R F I L L COMPACTED GRANULAR FILL �-�� �'" � ) � ��_4° A L T H O O K S Q M � o X
<br /> CORNER BAR AS SHOWN PER PI.AN � °'_ `° �
<br /> PER PLAN f�.�,�� W � cn a u.
<br /> OVERLAP 30 BAR 4 • .� :�-'`�ry~ (.j„)
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<br /> � � � � � � PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLAB ON GRADE TO ��:�r` J (n �
<br /> • BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE fEET OR ;��
<br /> LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES x�;:t�"' Z � � ; ; �'
<br /> (2� #5 JOINT LOCATIONS TO BE APPRQVED BY ARCHITECT. / ��;;;����'' � O s� u �
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<br /> PLA ING DETAIL FOR CONCRETE 7 TYF�ICAL SLAB JOINTS 4 TYPICAL SLAB EDGE 1 . �- °
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<br /> o�o I - -I - - - � - - - - - - - - - - - - - - - - - 00�000 00 _ _, -��,__ _ - _ .:=�.. HEADED AB � 4'-0"oc,
<br /> ° ° ° °�o ° =1 I I-1 -1I I ..I� a- �a000 000o0000a I 1=)I I, (I I„-I I I i!„ I „ �` TREATED 2x (WIDER PL t� •� SLAB WHERE �
<br /> I I I-1 I1=1 I1=1 I1=r - � ¢ I 1=1 I I�-1=1I1= ��_ � I- -I I I- ��'' EMBEDDED 7 MIN,
<br /> -1I I.:.��I I 1-1 �„ � �I 1=1 I I�I�� -� I I I� I���I �.,-�' � EXCEPT AS NOTED IN SHEAR
<br /> i w � - i =r � � PARTY WALL SEE ARCH) W/ APPLICABLE ���
<br /> ¢ N z ��(_ ��- �"� AB � 4�-0", EXCEPT WALL SCHEDULE
<br /> - - _- - - _ -- - _ _ � � �� �'` AS NOTED ON SHEAR WALL
<br /> - - - - -- _ _ - - z � 'Y' ;� SCHEDULE INSULATE PER ARCH EXTERIOR GRADE
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<br /> PIPE SLEEVES, � ��j� � I I•
<br /> SIZE AS REQ'D Z . r - - - - - - - - - -
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<br /> - - _ _ _ _ _ - - _ - - - � o � r�'"r � � .�IJ 111=111 111=111= PLAN #4 H � 16 oc� ,
<br /> �`' DO N ,:�EXCAVATE -I I I I�,_
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<br /> 1 -6 � �, �i�I�:.l I1-1 I(= (2) #4 CONT
<br /> MIN 2�-��� �f MIN . #4 V � 18 oc
<br /> MIN ,� ALT HOOKS 1'-4"
<br /> PIPE PERPENDICULAR �°'' PIPE PARALLEL TO
<br /> TO FOUNDATION WALL SECTION � FOUNQATION WALL
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<br /> � 'D' 2x 'H' � � (1�
<br /> & SHEARWALL SCHED WHERE APPLICABLE
<br /> ��� TREATED 2x6 W/ %"� CONCRETE WALL � � Z �rj �
<br /> (1) #4 EPDXY • _ HEADED AB � 4'-0"oc, 2x6 STUD WALLS F�:,
<br /> „ PER PLAN/GEN NOTES . � O � ,
<br /> COATED BAR � POST PER PLAN =
<br /> � EACH NOSE ' : o0 000�0o EMBEDDED 7 MIN, 2 4 TOP y `� � �
<br /> , Oaoo�Q000(�°ooa EXCEPT AS NOTED IN SHEAR O # � '� 0
<br /> I I�I I I-I11=111= WALL SCHEDULE SOG z �
<br /> . �III�IIITIIIT[�' POST BASE PER PLAN TOS ,� ADD (1) #5 Q (n
<br /> � " PER PLANS DIAGONAL IN � � �
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<br /> � � ' �~ #4 V CaD116 OC �-1 ff.LlTl- 1-1 i' y = � •.�„� � �
<br /> • ������ �, 12x12 MIN CONC PLINTH W/
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<br /> �`���`'S 4 � 18"oc EACH WAY � - 4 5 VERT & 4 TIES (� 8"oc ALT DOWEL v c�
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<br /> ;�, NORMAL FOOTING � N � �
<br /> Z 0000�o�000 _ _ _ _ - - - - #4 H � 16 oc REINFORCING, PER W � ��.
<br /> � °° °° °° -►11=111=111=111 111=111=111=111- PLANS AND SCHED �
<br /> � �000Q 0000Q000 NO ; -��i=I I I-1 I 1-1� (=1 I I-1 I I=i��- SOG � � �
<br /> ' ��I I��I I�.�.I��.��1�' . • S ARCH FOR EXACT STAIR CONFIGURATION -
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<br /> � ; CLUDING TREAD AND RISER DIMENSIONS). � z �� PER PLANS #4 BOT ADD BARS TO � L� N ..
<br /> -' � MATCH NORMAL +..` � �
<br /> o ��'R� rn' (4) #4 CONT Z REINFORCING
<br /> FOOTING SIZE & � o � � �
<br /> (2) #4 BOT 6" • • • REINF PER SCHEDULE d-
<br /> MIN i LINE OF EXCAVATION III==111=111- � �
<br /> 0O • - - • -� • • NORMAL FOOTING ����I I H I 1=1�r '"''�
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<br /> REINFORCING, PER
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<br /> TYPICAL CONC
<br /> RETE STAIRS 12 TYPICAL COLUMN FC�OTING 9 TYPICAL SLAB STEP AT INT WALL 6 TYPICAL STEPPED FOOTING 3
<br /> . - .-- ---._
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