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<br /> �,c��G�,T 23024 ����<v
<br /> 0 BAR 0 0 2-0 MIN (C� CONCRETE) 0 BAR � OR 2-0 MIN (0 CONCRETE) 1 -6 � „ Fs ��� E� C��
<br /> 40 BAR 0 0 2'-6" MIN (C� MASONRY) 0 BAR 4 OR 2'-6" MIN ((� MASONRY) #4 �1 -0 @ 18"oc `�l�NAL E�
<br /> SEE PLAN FOR
<br /> SECOND POUR FIRST POUR SLAB THICKNESS (2) �4
<br /> NOTES; SEE PLAN FOR Ys° x tY" PREMOLDED CONT
<br /> CONT JOINT STRIP JOINT AND REINF TYP EXTERIOR GRADE
<br /> • • • • ° ° SLAB THICKNESS �
<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 /> • SPACING AS HORIZONTAL REWFORCEMENT. t" CLEAR OF JOINT
<br /> � ;' MIN, TYP � � • 3, REINFORCEMENT AT ALL WALL CORNERS, ENDS �KNESS AND REINF � EACH SIDE " " " " . '
<br /> I MAX, TYP i AND INTERSECTIONS SHALL BE FABRICATED AND � O o�o o�o� 2 0° "'
<br /> ( . � PLACED IN ACCORDANCE W APPROPRIATE DETAIL � ° °- - �oO� � N
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<br /> � I SHOWN. oo°�o�oo� �0�000��� oo° oo�oo°� °oo° o �°oo°Q �'
<br /> 000 0 0� o Q o o� o 00 Q o 0 00 oa oa ooQ oo z
<br /> 4. THIS DETAIL ALSO APPLIES TO ALL CONTINUOUS � oo�oa0oo O000�ao ogo�o
<br /> ' . , . � I I1=1I1=1I1=1I I= 1I1=1I I-1I1=I I1= ° ° ° ° ° PLASTiC VAPQR BARRIER & - � a,o�
<br /> WALL FOOTINGS. 5. SINGLE CURTAIN REINFORCEMENT =1I1-Ii�=1li=l�' =1II=I11-1II=1�' �!�_���_�!�_���;, ���=�i�=�!�_���;, °° • -- • > �M� �
<br /> - - - - - -- - - =111-111-111.-1 =111=111-1f1,-1 COMPACTED GRANULAR FILL - Q r o 0
<br /> SHALL BE PLACED AT CL OF WALL UNLESS PER P�AN �'� CI) Y °`�"' "
<br /> PLACE ALTERNATING SPECIFICALLY DETAILED OTHERWISE. CUT ALT WIRES � JOINT PLASTIC VAPOR BARRIER & PLASTIC VAPOR BARRIER & m ���
<br /> � � � � o��
<br /> CORNER BAR AS SHOWN COMPACTED GRANULAR FILL COMPACTED GRANULAR FILL (2) #4 CONT � N� N
<br /> PER PLAN PER PLAN #4 � 18 oc � �; �a o
<br /> �'-4" ALT HOOKS ,� � � =N
<br /> � m o x �
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<br /> OVERLAP 30 BAR � • L L I I-°�
<br /> TYP (2�-0" MIN� CQNTROL JOINT CONSTRUCTION JOINT �
<br /> , � �
<br /> e • • s • � x
<br /> N�TE: � � �,°
<br /> ' o e • • • e • PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLAB ON GRADE TO �
<br /> • BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR � � �
<br /> �2� #5 LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. � � �
<br /> JOINT LOCATIONS TO BE APPROVED BY ARCHITECT. � � �
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<br /> TY�ICAL H�RI�ONT�L � INF�RCIN� PLA�IN� D�TAIL Ft�R COI��R��E 7 TYPICAL �LA� JOINT� 4 TY�I�AL SLA �DGE 1 � � x
<br /> �� ��
<br /> CL WALL &
<br /> THICKENED SLAB
<br /> �T � TREATED 2x6 W/ %"�
<br /> I I I I HEADED AB � 4'-0°oc,
<br /> I � i
<br /> < SECTION �
<br /> ' � EMBEDDED 7" MIN, �
<br /> oo° oo °oo° - - - - - - - - - - -- - - - - TREATED 2x WIDER PL �
<br /> 0000bO � � � Q � I PARTY WALL SEE ARCH W EXCEPT AS NOTED IN SW SCHED
<br /> 00000 ���--� — w �o 00000p � � 06.21 .17 Permit
<br /> ° °° ° -1 I1-1 I 1.-1 I I .,I�' � O oo�000 0 -1 I I,-1 I I-' "'- %"0 AB Q 4'-0" EXCEPT 2 4 TOP SLAB WHERE
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<br /> _I Il-1I1-1I1-1 i' � w I I1=1 I1=1I1=1 I1= ��= I-1 -I I I- (` � AS NOTED ON SHEAR WALL APPLICABLE
<br /> - - ¢ � z =TI.-111-111-1i' -�� III� ��II�' �4 U C� 12"oc � SCHEDULE #4 (� 18"oc 1 .31 .18 FDN Rev 1
<br /> _ � � �I I-- EXTERIOR GRADE
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<br /> PIPE SLEEVES, �� � 111=111=11l=111=,. � `� 111=111=111=111=,. � I =1 1= 1=11 I I
<br /> I I i: � -1 I 1=1 I I-1 I 1-1� =1 I 1-1 I 1-1 I 1=1� �ITI I 1-1 I 1=1 I 1= I I 1=1 I 1=1 1=1 I I
<br /> SIZE AS REQ'D ������ �. INSULATE '�1-1 I 1=1 I 1-{I 1= z
<br /> I I 1=1 I 1=1 I 1= 1= ���- � PER ARCH PER � � �
<br /> I I 1=1 I 1=1 I 1=1 I i i, �- =1 I 1-1 I 1-1 I I ..I�' I I 1=1 I 1=1 I 1=1 I I i,. ��_ -��' _ � � e ° LAN 4 H 0 16"oc �
<br /> _i i i=i i i=i i�.—i -i i i=i i i=i i i=i � I_ #
<br /> - - - - - - - - - - -- - - - - � � � Iillll --- (` �
<br /> _ _- - - - - - - - �, � � � IIIIII 1 M �
<br /> • • #4 U C� 12"oc
<br /> DO NOT EXCAVATE :III (2) �5 CONT T&B
<br /> , `D BELOW THIS LINE ���I I ���I
<br /> I I 1=1 I 1=1 I 1=1 I 1= I I 1=
<br /> =1I 1=1 I 1.-1 I 1=1�' I I 1=1I 1=1 I 1=1 I 1= � -1 1'-6"
<br /> 1'-6" -=1I1=1 I1.-1I1=1 i' 1'-6° ._�I�)I IT _ o .
<br /> � �
<br /> MIN 2�-��� MIN -- `
<br /> PIPE PERPENDICULAR MIN (2) #5 CONT T&B
<br /> TO FOUNDATION WALL SECTION PIPE PARALLEL TO PIPE PILE
<br /> FOUNDATION WALL PER PLAN 1'-6" �
<br /> 1 � �
<br /> � � �
<br /> PlP� Af� D �'R�I�CH LOCA1�iONS � TYPICAL INTERIOR FO�TING 5 TYP EX�f�RIOR WALL FOOTING 2 � �
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<br /> WALL SHEATHING PER GEN NOTES � � � � ,
<br /> ,,p 2'-0" , & SHEARWALL SCHED WH�RE APPLICABLE � � �
<br /> �
<br /> #4 x `L�— � 18 oc TREATED 2x6 W/ %"� 2x6 STUD WALLS D 2x H � ~ �
<br /> HEADED AB (� 4'-0"oc, PER PLAN/GEN NOTES U) �
<br /> (1) #4 EPDXY • , EMBEDDED 7" MIN, CONCRETE WALL
<br /> EXCEPT AS NOTED IN SHEAR (2) #4 TOP � c'�
<br /> — . SOG y, � O �
<br /> COATED BAR POST PER PLAN WALL SCHEDULE � TOS O �
<br /> C� EACH NOSE ° oo�oQo�oo
<br /> . �oo�a ooaa�000a PER PLANS � � � � �
<br /> I I 1=I I 1=1 I 1=1 I I=,
<br /> . =1 I 1.=1 I 1=1 I 1-1� ADD (1) #5 � (n
<br /> POST BASE PER PLAN � o,
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<br /> . , � _ ~ =1 I1=1I1=1 I1=1�' DIAGONAL IN � � �
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<br /> � o CHAMFER EDGES � '- #4 V (�16 OC WALL "�+ �
<br /> � ALT DOWEL �
<br /> #4 C� 18"oc, TYP 6» Q t� � W �
<br /> . i\���` » I I 1=1 I 1=1 -I �. ' = o ` �
<br /> � � ���������� N 12x12 MIN CONC PLINTH W/ #4 H C� 16 oc =111.-111= 1=1� y' i � � � m
<br /> ����������' #4 C� 1 8 o c E A C H W A Y � r,,� (4) #5 V E R T & �4 T I E S @ 8 o c S O G �
<br /> NORMAL FOOTING � C� Q c�
<br /> z ��°C��°�O°o�°0 -r�— TOS REINFORCING PER � �
<br /> � 000�a oo�oOQo�o NOTE: -�I I��I I 1=1 I 1=1 I I I I 1=1 I 1=1 I 1=1 I�- � , o N �
<br /> I I1=1I1=1I1=1I1=. i=1 I 1=1 I 1.-1� I 1,=1 I I-1 I 1=i��- PER PLANS #4 BOT PLANS AND SCHED � W
<br /> � �I1-1 I1-1 I N�' . . SEE ARCH FOR EXACT STAIR CONFIGURATION �°' > �
<br /> � ; (INCLUDING TREAD AND RISER DIMENSIONS). -
<br /> � =111=111= 1=
<br /> „ =1 I 1-1 I 1-1 I 1-1 i' � L L I
<br /> `� Z ° ADD BARS TO � � oN0
<br /> _� �
<br /> o CLR, TYP . . (` � MATCH NORMAL _ �
<br /> (2) #4 BOT g" FOOTING SIZE & #4 U� 12"oc REINFORCING P^ � �
<br /> REINF PER SCHEDULE � �J � �
<br /> MIN i � • � LINE OF EXCAVATION �
<br /> � i 111111.-1TI�II��IIIIIi,. � �
<br /> �, � NORMAL FOOTING
<br /> � ° • REINFORCING, PER
<br /> � � PLANS AND SCHED
<br /> (2) #5 CONT T&B
<br /> 1'-6"
<br /> � 3 . 1
<br /> 1
<br /> TYPICAL �ON���TE S1 AIR� 12 TYPICAL C�LUMN FOOTING 9 TYPI�AL �LA� STEP AT INT WA,LL 6 T'YPICAL �T�PPE� FOOTIN� 3 .
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