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<br /> COMPftESSIB�E 1'-fi" COLUMN
<br /> M�TERfAL ° �� »
<br /> (2)#5 HORBZ MIN AT T&B OF � �� �T PT SLAB 1 MIN
<br /> EA OPENING. EXTEND BARS 24" � CMU
<br /> DOUBLE BOND BEAM AT ROOF = � NO�ES:
<br /> MIN PAST OPENING, SEE TYP '- -
<br /> LlNTEL DETAIL AND FLOOR ATTACHMENT LEVE�. TYPICAL CMU WALL REfNFORCEMENT �- 1. SEE TYPICAL CMU WALL REINFORCEMENT SCHEDULE
<br /> SEE STRUCTURAL SECI�ONS - FOR REINFORCING SIZE Sf'ACING, UNO
<br /> �3/16
<br /> WALL VERT NORMAL HORIZ �iORIZ REfNF AT TY� ��:-�e��::.'. EMBED pL 1/4x12x1'-6" W/ 2. DO NOT DRILL AND GROUT DOWELS AT PT SLAB.
<br /> PROVIDE BOND BEAM - - MBN VERT REINF IN GROUTED 3�16 . .; „ ,> „ FIILL GAP W/
<br /> AT TOP OF WALL - - THICKNESS RE�NFORCEMENT REWFORCEMENT VERT SHEAR REINF � : (2) 1/2 �x3 WHS � 12 OC COMPRESSIBLE �,,.�� '.,
<br /> 1 CELLS. SEE TYP CMU WALL L3x3x1 j4xl'-0" � 40" OC ��•�� �,;`
<br /> � �
<br /> r REIN� SCHEDULE 6" #4 � 36'� OC (2�#4 � 48" OC t1)#5 � 48" OC TYP UNQ. (AT 24" OC BOND BEAM MATERIAL
<br /> . . .
<br /> PLAN - CMU � �
<br /> �OR WALLS GREATER ' �
<br /> ... _.
<br /> 8°� #5 � ¢o" oc (2)#4 � 48" oc � � 48" oc WALL END AT COLUMN
<br /> - - LINTEl.. SEE TYP LINTEL DETAIL I � �� THAN 12-FT TALL ,�;� �
<br /> ADD VERT BAR AT �
<br /> CORNERS AND AT — AT OPENINGS, ALIGN BOND I�ORIZ REINF TOP AT PT SLAB
<br /> �.�:::.� �.,�
<br /> WALL ENDS, TYP -- _ BEAMS W/ LINTEL AT TOP . , NOTE:� �,� `
<br /> OF OPENING WNERE PRACTICAL � �
<br /> ADD VERT BAR �
<br /> DOWELS TO M ATCH �'� �� �' ��
<br /> DO NOT DRILL AND ,- ,, ��
<br /> � �� VERT REINF - � GROUT DOWELS INTO `'�`���.,. ��,�- -
<br /> AT EA SIDE OF -- TYP HORIZ REINF SHALL BE '�;: ::� -�`=� ���- SLAB Of�' CAN�iLEVER ��.��z°���
<br /> OPNG, TYP - BOND BEAMS � 48" OC MAX, NOTES:_ ��� �`
<br /> � BOND BEAM — � BOND BEAM WALLS. CANTIL£V�R
<br /> W/ REINF PER TYP WALL REINF 1. THIS DETAIL PROVIDES MINIMUM REINFORCEMENT, UNO. a � � AT TOP & BOT WALLS OVER 5'-Q'�
<br /> SHCEDULE MORE STRINGENT SPECIFlC DETAILS SHALL TAKE PRECEDENT � '� �� `� "� ��. HIGH' REQUIRE SPECIAL
<br /> :.: .. . . .
<br /> OVER THESE MINIMUMS. :'� .�,: (�)#4 CONT :.`� :�;� � � : ��. DETAIL.
<br /> : .�:�
<br /> ..: ,;.
<br /> ... .. ..,. .:,.
<br /> - TOP OF SLAB OR FOUNDATION. 2. THIS DETAIL APPLIES FOR RtlNNING BOND ONLY. �.=� `� ��� �� �
<br /> � DOWELS TO MATCH VERTICAL 3. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. (2) CONT �4
<br /> WALL REINF 4. MINIMUM BAR AND DOWEL LAP LENGTHS T� BE 48db , „ • -� a o ° ' o � �
<br /> (2'-Q" MIN), UNO. #5 x 4-0 _ ° ° " � ° Q� ° ' � ` �'
<br /> AT16" QC d- r� ^c� �o . �, �'o , n� �, „ b- � .
<br /> ELEVATION � U � � �„ ' $n #4x �� � 16" oc �I�
<br /> � , CANTI LEUER 11�ALLS -
<br /> BOTTOM AT ELEVATED SLAB BOTTOM AT SLAB ON GRADE LESS THAN 5'-0" IN HEICHT
<br /> �
<br /> � �, TYPICAL CMU UVALL RElNFORCEMENT NO SCAl..E � TYPICAL CMU PARTITION DE�AILS NON=LO�D �EARING No SCA�E D E �
<br /> � )
<br /> �
<br /> . � �
<br /> �
<br /> � U
<br /> --�-� WALL/PARAPET ABOVE �
<br /> � R (WHERE OCCURS)
<br /> i
<br /> USE BOND BEAM � � - TOP BARS �ONT �IF REQ'D),
<br /> ' BLOCK AT T'OP ` �. M!N (2)#5 (SEE NOTE) CMU LINTEL BEANi SCHEDULE i
<br /> REINF ONLY -----
<br /> � ,�
<br /> TOP BOT � � �
<br /> ---- S7IRRUPS EXTEND ABOVE MARK DEPZN gARS BARS STIRRUPS REMARKS VARIES PER ARCH °? ° �
<br /> SOLID GROUT ,. AND LAP 2'--0" MIN UV/ _ _ � �
<br /> �1 „ „ ,, 3' 6" M AX, 2, 6" MIN � � �� :�
<br /> �
<br /> ALL CELLS OF � VERT REINF WHERE � � 16 (2)#5 (2)#5 �4 � 8 AT 24 MAX OPENlNGS 8" CMU PIER �..�— (2) #4x c--"� � � � v �
<br /> LIN7EL OVER :� POSSIBLE OR HOOK �0 „ „ „ „ �e „ z > �, � > ,�
<br /> OPENING, TYP `�" AT TOP BARS. PROVIDE
<br /> � � 24 � (2�#5 �2�#5 � #4 0 8 � AT 24 -48 OPENINGS � � 48 OC (AT � � � o � �
<br /> � Qn• nnk� r n n�� � . _ � i � . e • • � • , BOND BEAMS), i'YF' � � � � �
<br /> oQ � � � �
<br /> �' �� ::�����
<br /> ,�. .... H.,.,.,� A. �.,1"?'.,... z. � _
<br /> � �n U .. � � �
<br /> c BARS L� ���" {2)#5 (Z}#� �4 � $ A l 48�-72� �F'�NIN�� .rs=,z�'r � Q � �
<br /> � �' �' � �
<br /> �
<br /> � � . . . . . � t` � � NN�
<br /> BOTTOM BARS . �
<br /> MIN (2)#5 ��� �� � USE LiN�EL B�QCKS �� :4.•_�..,. � .. : : - . . . � : �.o* �
<br /> EXTEND 40db OR �.s� �' � AT B4T�1-4M, Q� NQT ��
<br /> 2'-0" MIN PAST USE BON� BEAM BLOCKS �
<br /> .
<br /> EDGE (�F OPNG, TYP �, ,
<br /> !OMINAL �- � (5) #5 VERTS, TYP
<br /> �
<br /> ���K � �T CORNER AT INTERSECTION AT END �
<br /> S�CTI�fi� SINGLE LAYER REINFORCING ��
<br /> NOTES:
<br /> , i
<br /> 1. TOP BARS TO RUN CONIINUOUS OVER OPENiNGS L""'`ESS �iAN j
<br /> 4'-0" APART. LAP BARS AT MID--SPAN OF aPEI�►�VG WHERE �
<br /> REQUIRED. EXTEND BARS 40db OR 2'-On MIN PAST EDGE
<br /> OF LAST OPENING AND THEN LAP WITH WALL BOND BEAM BARS. '
<br /> �
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<br /> '�` $�'G75TEB�' �,�''`�'
<br /> �'S�IONAL ���'�
<br /> 06-21-13
<br /> Rev�sions
<br /> RRE—PE.RMIT REVIEW
<br /> 05/2'212'013 �
<br /> PERiti�iT SUBMITT�L
<br /> 06/19/2013
<br /> PERMIT REPQNSE i
<br /> 09/11I2013
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