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<br /> 0 BAR � 0 2'-0� MIN ((� CONCRETE) 0 BAR � OR 2'-0" MIN (� CONCRETE) 4 �jn1'-0" n Fs�,l p� ���'��
<br /> 0 BAR � 0 2'-6" MIN ((� MASONRY) 0 BAR � 0 2'-6" MIN (C� MASONRY) # � 18 oc A� , '
<br /> SECOND POUR FIRST POUR SEE PLAN FOR 2 4
<br /> . , . . . NOTES:
<br /> SEE PLAN FOR Ye" x 1Y2" PREMOLDED SLAB THICKNESS CON�
<br /> 1. SEE GENERAL NOTES FOR BAR CLEARANCES. SLAB THICKNESS CONT JOINT STRIP {JOINT AND R INF TYP EXTERIOR GRADE
<br /> AND REINF TYP MAY BE SAW-CUT � BURKE "KEYKOLD°
<br /> 2. CORNER BARS ARE THE SAME SIZE AND CONTRACTORS OPT10N) JOINT STOP REINF '
<br /> SEE PLAN FOR SLAB
<br /> • SPACING AS HORIZONTAL REfNFORCEMENT. 1" CLEAR OF JOINT
<br /> � " MIN, TYP � � � THICKNESS AND REINF x x x x
<br /> ' MAX, TYP 3. REINFORCEMENT AT ALL WALL CORNERS, ENDS -�p � EACH SIDE . ,
<br /> AND INTERSECTIONS SHALL BE FABRICATED AND °aoo ooQo o °
<br /> I � PLACED IN ACCORDANCE W APPROPRIATE DETAIL � —f � oeoo,000�oo° 2 Loo � N
<br /> � • � � =1 I 1=�1 I-IJ.,;t.�l � � � ,
<br /> I I . . I � SHOWN. � � � OO 00°OoOQ� � °OO°(�0 O°OO°O o OO OO°O�O O°O � °O O O O° `b I I=���I I I— . � ,.
<br /> � 00 oa.- oa oo O�
<br /> �O�ovoOoa 00 �Oo�0Oo0 Q 00 00 PO 00 00 00
<br /> , , 4. THIS DETAIL ALSO APPLIES TO ALL CONTINUOUS � Q �0 � Ooo�ooC�000 �ao�ooaa(�ooa Z �-
<br /> � ' WALL FOOTINGS. 5. SINGLE CURTAIN REINFORCEMENT ��r��i��fff��� ��i�11�-,�� ����!�!� II�I�.�II�I� COMPACTEDP�RANURARFILL � -' • > Q M~ �
<br /> SHALL BE PLACED AT CL OF WALL UNLESS PER PLAN "'� (� Y ��°� � �
<br /> � �:��
<br /> PLACE ALTERNATING SPECIFICALLY DETAILED OTHERWISE. CUT ALT WIRES � JOINT PLASTIC VAPOR BARRIER & PLASIIC VAPOR BARRIER & „ J � �o� N
<br /> CORNER BAR AS SHOWN � ) #4
<br /> � COMPACTED GRANULAR fILL COMPACTED GRANULAR FILL 2 CONT , „ °C "� � ����
<br /> OVERLAP 30 BAR � PER P�AN P E R P L A N 1-4 ALT HOOKS Q � � =N
<br /> M cp o i(
<br /> r (n d LL. �
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<br /> TYP (2'-0" MIN� CONTROL JOINT CONSTRUCTION JOINT f �1 W �
<br /> t.� Q
<br /> . z, . . ,
<br /> No�: — �s �
<br /> . • • • • • • PROVIDE CONTROL OR CONSTRUCTION JOINTS IN S�AB ON GRADE TO � Q •
<br /> BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR _..I CI� J
<br /> �2� #5 LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. — z �
<br /> JOINT LOCATIONS TO 8E APPROVED BY ARCHITECT. � a u �
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<br /> TYPICAL HORIZONTAL REINFORCING PLACING DETAIL FOR C�NCRETE 7 TYPICAL SLAB JOINTS 4 TYPICAL SLAB EDGE 1 � � `��;
<br /> �����1 ,
<br /> CL WALL &
<br /> -�-�-�-- �_ THICKENED SLAB
<br /> I I � � -
<br /> � < SECTION �
<br /> - - - - - .
<br /> oo° o �°oo - - - � - - , , o TREATED 2x6 W %"0 Review/
<br /> O oo��o���o�� �=I 1-1 I I.:�i i I ..I�. � O��°°00�o -1 I 1-1 I 1=' _-"-'_- HEADED AB � 4'-0"oc 03.28.17 r
<br /> T � w i�°{ii���i° II- Iil„-illl� _I_TI�"'���_ ( �� ' SLAB WHERE Coordination
<br /> i i 1-111-I I I-I I I � � � � � � 1'REATED 2x WIDER PL (�
<br /> �l I 1-1 I H I 1-1 � , _ i i EMBEDDED 7 MIN,
<br /> N Q :TI I-I l i.�l l i-1� -� 111- �-I i PARTY WALL SEE ARCH) W/ APPLICABLE 04.24.17 Permit
<br /> _ _ _ � `r' � � �11� �I I� %"� AB C� 4'-0" EXCEPT WALLPSCHEDUOEED IN SHEAR
<br /> __ _ _ _ _ _- - Z � �;� AS NOTED ON SHEAR WALL 07.06.17 Permit � .
<br /> o � SCHEDULE EXTERIOR GRADE Corrections
<br /> o � ��_ INSULATE PER ARCN
<br /> T:
<br /> PIPE SLEEVES, - - - - - - -
<br /> SIZE AS RE4'D ��I I I z � ( . . I I• �
<br /> III: - - - - -
<br /> � � II_���IIIIIIIII�� I�, III-111-111-11- I�T' o III��� IIII�II�I�" � ^ III�IIIIIIIIII�III� ,im-=__ �I II-I-II�II
<br /> I 1=1=1�1 - T� -
<br /> - - _ _ _ _ _ Y = _- - - =I 1-1 I 1-1 I-1�� =1 I 1-1 I 1=1 I 1-� � .�!I� i � � I-I I I�I IT:I I Ir L= �.:
<br /> - - - - - - - - -- - - - � . .
<br /> �I I 1=1 I�I I 1=
<br /> - �- - - - -- - - -�' � � � �Ili� � - - - r'' " (2) #4 TOP PLAN • � Z �
<br /> �, I I I—I I I I I I—I I I- #4 H � 16 oc_
<br /> DO NOT EXCAVATE =111 �T- . - �
<br /> "' BELOW THIS LINE ��� ���� � (2) #4 CONT =
<br /> �
<br /> I I 1=1 I I�I 1=1 I 1= I I I I I I - _ .
<br /> zl I I-1 I I�I I 1,=1�'� I I 1=1 I f=1 I I-I I� � -j PER LAN oo _ . •-
<br /> 1'-6" �I I 1-1 I f.:.l I(-1� 1'-6" =1 I I I�'
<br /> MIN 2'-0" MIN
<br /> » M �'�I�.��III�I(�II.-� (2) #4 CONT
<br /> PIPE PERPENDICULAR ��N ALT H QKS�c 1'-4"
<br /> TO FOUNDATION WALL SECTION PIPE PARALLEL TO
<br /> FOUNDATION WALL �
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<br /> � Z � �
<br /> PIPE AND TRENCH LOCATIONS 8 TYPICAL INTERIOR FOOTING 5 TYP EXTERIOR WALL FOOTING 2 �
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<br /> � 2-� T
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<br /> #4 x `'L'�— (� 18"oc `�+.. � �
<br /> WALL SHEATHING PER GEN NOTES � � �
<br /> & SHEARWALL SCHED WHERE APPLICABLE 'D' 2x 'H' � � � �
<br /> (1) #4 EPDXY • , TREATED 2x6 W/_% 0 2x6 STUD WALLS CONCRETE WALL '� � z M
<br /> HEADED AB � 4 0 oc, � (� �,
<br /> COATED BAR • oo�o 0o POST PER PLAN EMBEDDED 7" MIN PER PLAN/GEN NOTES y, O ,
<br /> � EACH NOSE � Ooo� o�Qoo ' _'__�--_ , U �
<br /> I I�I I I�I I�I I I=° EXCEPT AS NOTED IN SHEAR (2) #4 TOP SOG ~ �•.., � � �
<br /> . =111-111TI11-1�' POST BASE PER PLAN WALL SCHEDULE '�
<br /> . ,
<br /> �i �� PER PLANS� DIAGONA�IN S�; '�C �
<br /> �L o y,,,, �
<br /> o CHAMFER EDGES � � I I I-1I I=1 I�I I I i,. Q WALL � � z ; �
<br /> , / �� =1 I1-1I nl I I,-1 _ ¢ ,� W �
<br /> , � � �
<br /> ' \�/���\���\ , L N 12x12 MIN CONC PLINTH W/ �� � ~ #4 V 016"OC IL=111= - i,, h' _ � � � � m y.
<br /> ALT DOWEL TI I I-1I I� 1-� � ;�� ,r�.�
<br /> '� N o
<br /> . �y� � #4 � 1 8 o c E A C H W A Y � M (4) #5 V E R T & #4 T I E S � 8 o c NORMAL FOOTING " t� �
<br /> � °oo°�°O°o�°O - - - - - - - - #4 H C� 16"oc REINFORCING PER � J �
<br /> 00000 0000Q000 "�I 1=1 I 1=1 I 1=1 I I I I 1=1 I 1=l_I 1=1 I�- ' N �
<br /> � i i i=�i i=i i r_i i i= N��� '��=i i I-1 I 1=1 1=1 I I�I I i-��� SOG PLANS AND SCHED � � � W � .
<br /> ' �I 1-1 I I�I I�i' . . SEE ARCH FOR EXACT STAIR CONFIGURATION .
<br /> � �
<br /> � ; (INCI.UDING TREAD AND RISER DIMENSIONS). _ „
<br /> T-�- �S -- =1 I��.��I I�I�' � r•• L)„� �
<br /> � g PER PLANS �4 BOT ADD BARS TO � N
<br /> o c�R, rr� MATCH NORMAL '�
<br /> (2) #4 B O T g" FOOTING SIZE & (4) #4 C ON T g R E I N F O R C I N G �`" � �
<br /> • • • R E I N F P E R S C H E D U L E � C I� > r-
<br /> MIN � LINE OF EXCAVATION � '
<br /> � � — — � . . I I I==1 I 1=I� � � � �
<br /> � . . =1 I ITI I 1=1 I 1-1�� � ;
<br /> � � �:;
<br /> - - NORMAL FOOTING
<br /> REINFORCING, PER
<br /> I-I I=1 1=I I PLANS AND SCHED
<br /> `r' � '�I ..I I 1-1 I . .I I 1= '
<br /> 1'-0" 6» 1,-0"
<br /> S3
<br /> . 1
<br /> TYPICAL CONCRETE STAIRS 12 TYPICAL COLUMN FOOTING 9 TYPICAL SLAB STEP AT INT WALL 6 TYPICAL STEPPED FQOTING 3
<br />
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