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<br /> � �OF WA Sy j��iiC
<br /> P � CD
<br /> �� I�: 9
<br /> ����, 23024 ����<c/�
<br /> 0 BAR 0 0 2'-0" MIN (� CONCRETE) 0 BAR � OR 2'-0" MIN (� CONCRETE) �. �n�'-�"� �g��o� �sl�A������
<br /> 0 BAR � 0 2'-6" MIN (� MASONRY) 0 BAR � 0 2'-6" MIN (� MASONRY) # � ,
<br /> ,a
<br /> SECOND POUR FIRST POUR SEE PLAN FOR �2� �4
<br /> SEE PLAN FOR Ys'� x 1Y�" PREMOLDED SlA6 THICKNESS CONT i
<br /> AND REINF TYP EXTERIOR GRADE
<br /> � � � � � � NOTES: SLAB THICKNESS CONT JOINT STRIP (JOINT
<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 /> • SPACING AS HORIZONTAL REINFORCEMENT. SEE PLAN FOR SLAB 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 /> " MAX, TYP AND INTERSECTIONS SHALL BE FABRICATED AND O oa,0 0�00° 2I �° R N
<br /> � . � PLACED IN ACCORDANCE W/APPROPRIATE DETAIL —J '— � � � �ilil'-11�i11'�I `� � � �
<br /> � I � SHOWN, n � °pn°oo'b n°oo�o �n°oo�j � �� °�(o�o`�j °oo o Qoo`�j
<br /> I � �a� oo��0`-6��0 �o��o o�Do`�o��o � Vv��o`-b��o p�o pQ �a —I�— fA
<br /> 4. THIS DETAIL ALSO APPLIES TO ALL CONTINUOUS �� � �� �� �� �� Z � �
<br /> � • • • � WALL FOOTINGS. 5. SINGLE CURTAIN REINFORCEMENT ����� ii����� °O ° ° �o o Q,o PLASTfC VAPOR BARRIER & F � � o�
<br /> I I�I I I I I� I I I—I I�I I I 1= °O —• • ¢' �'".ti �
<br /> _ . — -��� ���--� COMPACTED GRANULAR FILL
<br /> SHALL BE PLACED AT CL OF WALL UNLESS PER PLAN `r'� � Y ��M U '
<br /> f4 Q�.��fl�
<br /> PLASTIC VAPOR BARRIER & P L A S T I C V A P O R B A R R I E R & 4 (� 18°oc =, ° �N� o
<br /> SPECIFICALLY DETAILED OTHERWISE. CUT ALT WIRES � JOINT # � � �a�:
<br /> � PLACE ALTERNATING C O M P A C T E D G R A N U L A R F I L L COMPACTED GRANULAR FILL (2) �4 CONT � � A L T H O O K S �`"
<br /> CORNER BAR AS SHOWN PER PLAN PER PLAN �-4 � � � �a� � '
<br /> OVERLAP 30 BAR � •
<br /> TYP (2'-0" MIN) coNr�o� doINT �r Q
<br /> CONSTRUCTION JOINT
<br /> . z
<br /> � � NOTE: — � �
<br /> � � � , . PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLAB ON GRAOE TO � � �
<br /> • BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR
<br /> LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. � Z � �
<br /> (2) #5 [�
<br /> JOINT LOCATIONS TO BE APPROVED BY ARCHITECT,
<br /> �
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<br /> �
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<br /> TYPICAL HORIZC�NTAL REINFORCING PLACING DETAIL FOR CONCRETE 7 TYPICAL SLAB JOINTS 4 TYPICAL SLAB EDGE 1 '� �
<br /> �����I
<br /> CL WALL &
<br /> �T �T THICKENED SLAB �
<br /> I I � �
<br /> � < SECTION � I
<br /> - - - - - - - - - - - - - - - - - - - - - - TREATED 2x6 W/ %"0
<br /> 0�° Ooo0tl0� N °O(�° p Q°p�
<br /> 000a�000a�ooa �— ► �,. u., e o 00 00 ���_ 06.20.17 Perm�t
<br /> i i I-1 I i-1 I I�I 1= =���T���� � ��� � Q �ooa�ooaa�0000 ��I!1-1 I 1=' -1 I I,;(I I�I -I I I��'''�i= TREATED 2x (WIDER PL C� E M B�E D D E Dg 7�M I N,O"oc,
<br /> �I I 1-1 I I-1 I I�I�' W I -1-L I i-i_i l,. = i 1 i SLAB WHERE
<br /> v, � �-11 IT I i 1-1 r -� I I I.� ����l � P A R T Y W A L L S E E A R C H) W/ A P P L I C A B L E
<br /> _ _ _ _ _ _ _ , � N � � ���_ �"0 AB � 4'-4", EXCEPT EXCEPT AS NOTED IN SHEAR
<br /> _ _ _ _ Q � N�, A S N O T E D O N S H E A R W A L L WALL SCHEDULE
<br /> - - - - -- - _ - - - Z � '"' SCHEDULE EXTERIOR GRADE
<br /> o � INSULATE PER ARCH
<br /> � I t- .
<br /> PIPE SLEEVES, � � -- - - - - - - - - .
<br /> I 1=
<br /> SIZE AS REQ'D III: ��� - - - -- - - - - -
<br /> iii� � iii-ii-ii_iii= '' i=iii=i�i= _ _ ��
<br /> - i I 1=1 I 1=1 I 1= I� I�� O =1 I�-I I�����I�' TI�IT.I I I=���=��� ��1-1 I i��l,--,I I Ir - �--I��1-
<br /> = I=�- d- =1(I.nl I I�.I I I 1 i- I�I I�I 1=1 I 1= -
<br /> -11.-.TI.:.Tf 1-11' -1 I 1-1 I 1=1 I 1.-1�� 1 ��I I i I '� � � • • PER �i�I I I ITIT - r
<br /> - - _ - - _- � _ --- - _ - _ _ � - ` J (2) �4 TOP
<br /> 1 c.,> # �� �
<br /> - _ _ _ _ _ _ = - � � � � all� 111=111 111=111i. � PLAN 4 H � 16 ocZ
<br /> DO NOT EXCAVATE ���� I��_ ���� � � ����� (2) #4 CONT
<br /> � BELOW THIS LINE =11 -I _ �
<br /> 111=111=111-111= III- P R P AN �
<br /> �o � _ .
<br /> =1 I ITI I 1-1 I I;f�" I I 1=1 I�I I I-1 I� � � ,
<br /> �I I 1-1TI=1 I 1-T ., -I I I=
<br /> 1'-6" � �� =111=' - - _ -
<br /> MIN 2�-�� 1 MIN #4 V@ 18„oc "' ��T�I-I .:.111= (2) #4 CONT
<br /> PIPE PERPENDICULAR MIN
<br /> PIPE PARALLEL TO ALT NOOKS 1'-4"
<br /> TQ FOUNDATION WALL SECTION FOUNDATION WAL�
<br /> U
<br /> � z c� .
<br /> _ �
<br /> PIPE AND TRENCH LOCATIONS 8 TYPICAL INTERIOR F04TING 5 TYP EXTERIOR WALL FOOTING 2 ll„� z �
<br /> -` � � .
<br /> W F— U
<br /> OC� � �
<br /> � � �
<br /> 4 2'—On
<br /> #4 x 'L%— (� 18"oc WALL SHEATHING PER GEN NOTES , , , , � E' N
<br /> �
<br /> & SHEARWALL SCHED WHERE APPLICABLE D 2x H � (n �
<br /> TREATED 2x6 W/ %"0 2x6 STUD WALLS CONCRETE WALL "''� � z �j
<br /> (1) #4 EPDXY • . HEADED AB � 4'-0°oc, ,
<br /> COATED BAR � POST PER PLAN " y' ------�- O ' �
<br /> ' o0 o Doo EMBEDDED 7 MIN, PER PLAN/GEN NOTES (� �
<br /> (� EACH NOSE � (�opo�poQOa000 EXCEPT AS NOTED IN SHEAR (2) #4 TOP SOG ~ � � � � �
<br /> ��,-����I I I��I I�.��I i' POST BASE PER PLRN WALL SCHEDULE TOS ADD (1) #5 Q (n '
<br /> � • � �� PER PLANS� DIAL ONAL IN � � � �
<br /> . � o
<br /> ° CHAMFER EDGES � � II1=111=11I-1II;. o ^ � � z >
<br /> � '— =1 I(-1 I 1-1 I 1=1� - ,� � �, (.j� N
<br /> F N� � i I � �
<br /> • • ���'� - 12 MIN CONC PLINTH W �� #4 V C�16 OC _���������� �_�i� h' = o J � O
<br /> ���,���� N 12x / » ALT DOWEL ;.�,
<br /> � �. m
<br /> . ������\ #4 � 18"oc EACH WAY � �,r, (4) #5 VERT & #4 TIES 4 8 oc N O R M A L F O O T I N G � n/ N O �
<br /> Z °oo° oo °oo - - - - - - - - #4 H (� 16"oc REINFORCING, PER "";■� (y ,�
<br /> � �000�oo��000 NO�: �I I��il I I�I II I II I�I I I� �i I I�i II I II I�I I li��I I� SOG PLANS AND SCHED � � �„ � � .
<br /> ' ��I�III��I�.��l�' . • SEE ARCH FOR EXACT STAIR CONFIGURATION �III -
<br /> � J s �� TOS -1 I�I I II I I I I 1.-1�' � � W �
<br /> � �, (INCLUDING TREAD AND RISER DIMENSIONS). � Z PER PLANS #4 BOT ADD BARS TO J � N
<br /> -' � MATCH NORMAL ...,,, � �
<br /> CLR, TYP •
<br /> � FOOTING SIZE & (4) #4 CONT � REINFORCING o �/� > �
<br /> (2) #4 BOT MIN ' • ' REINF PER SCHEDULE �" I I I- -1I I-1I� _ `♦
<br /> LINE OF EXCAVATION ,
<br /> �
<br /> � � � • - - • � • • =1 I 1-1 I Inl I 1-1�' r''�
<br /> �'' �, RE�INMORCIN OTIP R
<br /> ''`' � '� ��I I II_I�i H I I PLANS AND SCHED
<br /> �
<br /> 1'-0" 6" 1'-0"
<br /> S3
<br /> . 1 �,
<br /> TYPICAL CONCRETE STAIRS 12 TYPICAL CQLUMN FOOTING 9 TYPICAL SLAB STEP AT INT WALL 6 TYPICAL STEPPED FOOTING 3
<br />
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