|
�,�, .
<br /> ,�..
<br /> �- P' PA
<br /> ��,�F waS�y�.��iiC ,.
<br /> ��� c� 9
<br /> ,F'� �
<br /> �
<br /> N '��,
<br /> � �
<br /> �,n�(,� 23024 �� <c/ '
<br /> 0 BAR � 0 2�-0�� MIN (� CONCRETE) 0 BAR � OR 2�-0„ MIN (� CONCRETE) �p��_pn „ �ssl�'- ��V�'�
<br /> 0 8AR � 0 2-6 MIN (� MASONRY) 0 BAR � 0 2-6 MIN ((� MASONRY) #4 � ts oc AL
<br /> SECOND POUR FIRST POUR SEE PLAN FOR (2) #4 --
<br /> NOTES: SEE PLAN FOR Ya° x 1Y2" PREMOLDED SLAB THICKNESS CONT
<br /> . . . . . CONT JOINT STRIP JOINT n AND REINF TYP EXTERIOR GRADE �
<br /> SLAB THICKNESS t
<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 OP110N) JOINT STOP REINF
<br /> � SEE PLAN FOR SLAB „
<br /> � " MIN, TYP � � • SPACING AS HORIZONTAL REINFORCEMENL THICKNESS AND REINF 1" CLEAR OF JOINT
<br /> „ 3. REINFORCEMENT AT A�L WALL CORNERS, ENDS nP � EACH SIDE x '—` " "
<br /> MAX, TYP °oo,o 0000 00 2 Lo, • �„
<br /> i AND INTERSECTIONS SHALL BE FABRICATED AND _J oao a o 00 = o �
<br /> . PLACED IN ACCORDANCE WfAPPROPRIATE DETAIL �— � � � II"I�� Ii,;,ll t � � �
<br /> I i I .
<br /> i i��i �
<br /> S H O W N. o0 o o°p(�o�o� /°o�o°�o„o(°o�o� �oo�o°��oo°� °oo°� p°oo�j
<br /> I . I Oo��o�Qo�o��o � �o�"o o��o�-b��a o00 00 00 oaO o0 00 � Z �
<br /> � , 4. THIS DETAIL ALSO APPLIES TO ALL CONTINUOUS ii_i L i�- �i ii i—�ii- C�o a ,000Qo�o �o 0 000,C�000 PLASIIC VAPOR BARRIER & � , � Q o M� �
<br /> _ _ _ WALL FOOTINGS. 5. SINGLE CURTAIN REINFORCEMENT --.�.--.����..�.�. ` ���` ��,�� �����..��.�—..�i.��1� COMPACTED GRANULAR FILL �
<br /> S H A L L B E P L A C E D A T C L O F W A L L U N L E S S P E R P L A N M� � Y �N M U
<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. P L A S T I C V A P O R B A R R I E R & P L A S T I C V A P O R B A R R I E R & n � �o� N -
<br /> P L A C E A L T E R N A T I N G #4 � 1 8 oc — � _ o
<br /> C O R N E R B A R A S S H O W N C U T A L T �M R E S � J O I N T �'_4° A L T H O O K S M � a X e`: r
<br /> ' COMPACTED GRANULAR FILL COMPACTED GRANULAR FILL (2) #4 CONT °' ���- > �
<br /> PER PLAN P E R P L A N m � T �a� �
<br /> OVERLAP 30 BAR � • �
<br /> TYP (2'-0" MIN� CONTROL JOINT CONSTRUCTION JOINT � W ,,
<br /> . z o .
<br /> � NOTE: � �
<br /> . . . • . . PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLAB ON GRADE TO �
<br /> � BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR —I � J �
<br /> LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. — z �
<br /> �2� #5 JO�NT LOCATIONS TO BE APPROVED BY ARCHITECT. � O Q w
<br /> m �
<br /> a �
<br /> � �
<br /> U � � :.�*:
<br /> w a � _
<br /> � � �
<br /> � �--
<br /> �
<br /> o � -�.
<br /> �
<br /> TYPICAL HORIZONTAL REINFORCING PLACING DETAIL FOR CONCRETE 7 TYPICAL SLAB JOINTS 4 TYPICAL SLAB EDGE 1 '� �
<br /> �����i
<br /> CL WALL &
<br /> __r_.��_T �_ THICKENED SLAB "
<br /> I I � �
<br /> � � < SECTION � � .
<br /> oo° o o°oo - - - - - - - - - - - - � - - - - - - - o o� o TREATED 2x6 W %n� � � 7 Coo d n/ation
<br /> oo�o 00 000 - - ,. W o0 0000�� ��,- � n 03 28 1 ,
<br /> o a o aQ,o o -111=I .=1I ..IT � OQ000 0 0 0 -1I1-1I 1=�
<br /> HEADED AB � 4-0 oc,
<br /> I I1=I I 1=1 I1=1I1= � ¢ o o�o a �I(,;i i f - � ,;,i��,= TR EATE D 2x (WI D ER PL � H SLAB WHERE
<br /> _I I1-1I1-1I t.:P'� W ILI�I I I 1=1= ��= 1=1 �r�= EMBEDDED 7 MIN, �
<br /> N Q -I i I�:�1�-� -�' I i I- 1=1� i PARTY WALL SEE ARCH) W/ APPLICABLE 06.22.17 Permit
<br /> _ __ - - _ _ _ _ � N � � �j�� �)�� 5/"0 AB � 4'-0", EXCEPT EXCEPT AS NOTED IN SHEAR
<br /> - _- _ _ _ o � N� WALL SCHEDULE
<br /> � AS NOTED ON SHEAR WALL
<br /> - - - Q = SCHEDULE INSULATE PER ARCH EXTERIOR GRADE
<br /> I 1- .
<br /> > �
<br /> T - - - - - - - -
<br /> PIPE SLEEVES, I 1= . . . � � I I• s
<br /> SIZE AS REQ D ��� Z � I
<br /> II: � �� - - - - - - - - -
<br /> I I 1=1 I 1=1 I 1= 1= ���,. � I I=1 I 1=1 I I-I I I r ^ I=1 I=-I I�_ �
<br /> - -� �-;- � �I I I-I I I,TI I I . I�'� I I 1=�I�I 1=1 I� �� o =1 I ITI I I:�.rl� � =1 I ITI I 1-1 I I,=1� �I�I 1=1 I�ITIr I I 1-1 I=1 I I-I!
<br /> - -- _ _ _ - _ _ -- _ _ _ =1 I 1-1 I(=1 I 1-1� "-' :�.:.I I 1--1TI-�` � ��II I I � 1 � . . ..I I ITI I�1 I 1=
<br /> - - - - -- - - - - - � o Q 1 :�� � � ; (2) #4 TOP PER .
<br /> `�`' � DO NOT EXCAVATE � ���I I I I I1=1I I I I 1=1I 1= PLAN • #4 H � 16"oc�
<br /> _-� � �� � ( 4 CONT
<br /> `D BELOW THIS LINE �� ���j 2� # --��-
<br /> I I 1=1 I I�I I-1 I 1= I I 1= PER PLAN � .
<br /> �I I 1-1 I 1=1 I 1=�' I I 1=1 I�I I 1=1 I� � -� - -
<br /> =1 I I-�TI I 1-1�' .�I I I,
<br /> �MIN 2'-0" 1MIN � � ��IIIIHII.�II(= (2) #4 CONT �. r�..
<br /> PIPE PERPENDICULAR MIN ALT H OKS�c 1'_4° '°� '
<br /> TO FOUNDATION WALL SEC110N PIPE PARALLEL TO �
<br /> FOUNQATION WALL �
<br /> I V
<br /> � ♦^ z C�
<br /> PIPE AND TRENCH LOCATIONS 8 TYPICAL INTERIOR FOOTING 5 TYP EXTERIOR WALL FOOTING 2 `�� - M
<br /> W z � : _
<br /> � � � ` ��
<br /> W � c., �
<br /> OC� U �
<br /> 0 2,_�° � � ��
<br /> #4 x `L%— (� 18"oc � � � � .
<br /> WALL SHEATHING PER GEN NOTES 'D' 2x 'H' � � �
<br /> & SHEARWALL SCHED WHERE APPLICABLE �
<br /> t�. F--
<br /> 1 4 EPDXY • . TREATED 2x6 W/ ��0 2x6 STUD WALLS CONCRETE WALL �` z �,rj �
<br /> # _ �
<br /> COATED BAR � POST PER PLAN HEADED AB � 4 0 oc, PER PLAN/GEN NOTES � � � �
<br /> � EACH NOSE oo�oQa�oo EMBEDDED 7 MIN, h'' O , U
<br /> � OQooa QaooC�,°ooa EXCEPT AS NOTED IN SHEAR (2) #4 TOP � � }?
<br /> I I�i f�I I 1=1 I 1= SOG -
<br /> . zl I I�i I1=1 I Ir-1�' P O S T B A S E P E R P L A N WALL SCHEDULE ADD 1 5 � � Z � ,
<br /> �, TOS DIAGONA�IN S� Q .� � �,
<br /> . . �� o PER PLANS WALL � "�'� � �
<br /> ° CHAMFER EDGES � � 111=111-1C�I� � � z j
<br /> . ° N� =1 I i=1►1-1 I Gr-1�' � ,^< '1+•• (j� N ,.
<br /> � �
<br /> . ������ N �~ #4 V �16'�OC � =�11- _� ;y� � � o
<br /> � C'� � m
<br /> ������!i� 12x12 MIN CONC PLINTH W/ ALT DOWEL zl I1-1 IT -1� = o .,�
<br /> � ����`` 'Y' �� NORMAL FOOTING (� Cy Q �
<br /> �� �� #4 � 18 oc EACH WAY �, (4) #5 VERT & #4 TIES C� 8 oc � �
<br /> �+•.
<br /> Z °oo°�o��°oo° #4 H � 16 oc REINFORCING, PER N J � �
<br /> � o0000 ooao�oao NO-�: -�I I,�il I I�I il I II I�I I I�� �I I I�I II I II I�I I li��I I� SOG PLANS AND SCHED � � � ? �
<br /> ���_���_������_
<br /> � �I.�.—I.I I�I I�I i'� . . SEE ARCH FOR EXACT STAIR CONFIGURATIQN
<br /> T� ps � �—��— _ � `..� W >
<br /> _i��1..T�- .�1T p o0
<br /> � ; (INCLUDING TREAD AND RISER DIMENSIONS). � Z �� PER PLANS #4 BOT ADD BARS TO N
<br /> ^ � � 4 4 MATCH NORMAL = � �
<br /> `- � CLR, TYP �
<br /> n FOOTING SIZE & O # CONT g REINFORCING r^
<br /> (2) #4 BOT 6 • • • REINF PER SCHEDUIE � "J > `— �
<br /> MW � LINE OF EXCAVATION c
<br /> � • • � • • I I I==1 I 1=1 I� - � c �•
<br /> � � — — NORMAL FOOTING
<br /> TI I 1-1 I L-1 I Inl i' '�;
<br /> " REINFORCING, PER
<br /> I 1=111=1 I L
<br /> r`' � �'�I ,. I1=1I . .I I 1= PLANS AND SCHED �
<br /> U ,
<br /> lr—�n 6n ��—�n
<br /> 53 . 1 _
<br /> • .::1:. ,
<br /> . . � .. \�k�'.
<br /> TYPICAL CONCRETE STAIRS 12 TYPICAL COLUMN FOOTING 9 TYPICAL SLAB STEP AT INT WALL 6 TYPICAL STEPPED FOOTING 3 �
<br />
|