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<br /> - NO OPENING REINFORCING REQ'D FOR RECTANGULAR L�t CORNER BAR �� n ¢ �
<br /> OPENINGS NOT LARGER THAN 12"x12" AND ROUND OPENINGS , . . (2) #8 EA SIDE
<br /> „ � , . OF SLEEVE 1/2 EF � CL o r
<br /> NOT GREATER TNAN 12 � WHERE OPENINGS ARE LOCATED • • • • • j • • � � � MIN � ~
<br /> P E R T H E L I M I T S S H O W N, U N O. . . . . N
<br /> ---�-- " � . � - � 1/4" PL COLLAR � I I I
<br /> . . EQ EQ � I J --� � I
<br /> END OF WALL �� 3x LARGER OPNG DIMENSION OR 12" (WHI HEVER IS GREATER) STD HOOK � STD HOOK � �� fi �� � +� fi�I �I
<br /> Q z �MIN TO EDGE OF ADJACENT OPENING . +, , w /� GALV X- STRONG I � I I I I � � I I � � ��`
<br /> ,_ � , � � . �, / PIPE & COLLAR �. .�'
<br /> - i � SET INTO WALL I I _ I I �r �
<br /> � ^ , �`° -�--(1) #5x4'-On DIAG , � � � ' ~ � ` �� � � `�'
<br /> .. � � TYP AT OPENINGS • • � ,� � I I t � � , � I
<br /> (2)#5 HORIZ MIN 1 -0 • � INTERSECT10N
<br /> � .. I� , n - CL PIPE OR
<br /> �. (2)#5x4-0 AT BAR ! — � CONDUIT I I �
<br /> AT OPENING, MIN � WALLS Wf (2) LAYERS . . � � -' � � ` r � I -�
<br /> n — � ^
<br /> �
<br /> SEE NOTE 2 � —� I OF REINFORCING _ �- •� 1 �� CL MIN, I I � I I J I 2�-�„ T� r���� . ����
<br /> 2 CL MAX � � � � ��,��f� . . �i��
<br /> SEE TYPICAL CONCRETE � „ � n ALL AROUND � � I � � � � I � n�!
<br /> UP TO 2 -0 TO 4-0 i � � i �'p�"v�"`�
<br /> WALL DETAILS FOR HOOK ` t� HOOK IF MIN UP TO 2'-0° TO 4'-0" 2`-0" � � WELD ' `_ 4 _ _ _ i _� TYP WALL
<br /> OR END BAR AT HORIZ LENGTH NOT � 2 -0 � . . , , . 1/4 PRIOR t� � � T � fi i REINF
<br /> �
<br /> BARS TYP � � AVAILABLE , , , , -� � � N , ��4 TO GALV �
<br /> (2)#5 VERT MIN 2'-0" MW, TYP � � �
<br /> AT OPENING � � (2) #6 EA SIDE OF
<br /> SEE NOTE 2 —�-�-- #3 � 8" TYP WALL STEEL TYP WALL STEEL ' SLEEVE 1/2 EF
<br /> W/180' HOOK BAR W/ #3 � 8" HOOK BAR W/
<br /> HOOKS 180° HOOKS 180' HOOKS NOTES:
<br /> NO S:
<br /> 180' HOOI� � 1. 'fYPICAL PIPE/CONDUIT PENETRATION THROUGH CONCRETE WALL.
<br /> 1. BARS SHOWN ARE IN ADDITION TO WALL REINFORCING NOTED ELSEWHERE. PLAN VIEW END BAR U_, 2. THIS DETAIL APPLIES TO A MAXIMUM 12" O.D. PIPE OR CONDUIT.
<br /> 2. PROVIDE AN ADDITIONAL BAR FOR EACH HORIZONTAL OR VERTICAL BAR INTERRUPTED BY OPENING. ENGINEER SHALL BE NOTIFIED IF PIPE/CONDUIT IS LARGER.
<br /> 3. PROIflDE HOOKS AT ALL INTERRUPTED BARS AS SHOWN.
<br /> �
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<br /> TYP CONCRETE WALL REINFORCING NO SCALE A TYP CONCRETE WALL DETAILS NO SCALE B TYP PIPE CONDUIT PENETRATION DETAIL NO SCALE C D E 4�
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<br /> WATER STOP, TYP WATER STOP, TYP
<br /> CONC SLAB
<br /> SEE PLAN, TYP �-- CONC SLAB �— CONC SLAB
<br /> SEE PLAN, TYP SEE PLAN, TYP
<br /> T SLAB EL ' T Sl.AB �L ,• � T SLAB EL _ �
<br /> • SEE PLAN �� . • SEE PLAN . . . SEE PLAN � � �
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<br /> �— WATER STOP, TYP \� - ROUGHENED JOINT, TYP \ �#--- ROUGHENED JOINT, TYP � � N � �
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<br /> ROUGHENED JOINT, TYP � ���----.� - CONC WAI1 TYP � CONC WALL TYP � o � -� � �,
<br /> CONC WALL TYP r a `� � N � �' ��
<br /> SINGLE LAYER IIUALL REINF SINGLE LAYER WALL REINF SINGLE LAYER WALL REINF ° � � � N N �
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<br /> T SLAB EL T SLAB EL T �AB EL
<br /> . . (SEE PLAN) . (SEE PLAN) - (SEE PLAN)
<br /> .
<br /> NOTES: NOTES: NOTES:
<br /> 1. LOCATIONS OF ROUGHENED JOINT 1. LOCATIONS OF ROUGHENED JOINT 1. LOCATIONS OF ROUGHENED JOINT
<br /> (IE, HORIZ OR VERT JOlNT) A (IE, HORIZ OR VERT JOINT) . � . (IE, HORIZ OR VERT JOINT)
<br /> VAkitS AND SHALL BE GOVERNED VARIES AND SHALL BE GOVERNED � VARIES AND SHALL BE GOVERNED
<br /> BY WALL SEC110NS. DOUBLE LAYER WALL REINF BY WALL SECTIONS. DOUBLE LAYER WALL RE�NF DOUBLE LAYER WALL REINF BY WALL SEC�IONS.
<br /> � �
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<br /> TYP CONCRETE SLAB TO WALL CONNECTION NO SCALE F TYP CONCRETE SIAB TO WALL CONNECTION NO SCALE C� TYP CONCRETE WALL TRANSITION NO SCALE H J W g �
<br /> � � Q �
<br /> � � � �
<br /> � � � �
<br /> � �N
<br /> WATER STOP, TYP � � �
<br /> CONC SLAB SEE PLAN, TYP WA�ER STOP, TYP u ' � �
<br /> T SLAB EL r--- CONC SLAB SEE PLAN, TYP 1 1/2 KEYED Jj CONC SLAB o � �
<br /> „ SEE PLAN, TYP � c�i ..
<br /> • - - • (SEE PLAN)
<br /> 4
<br /> �7 -� � ' T 'SLAB EL � T SLAB EL
<br /> . . . . . .
<br /> �-�.
<br /> (SEE PLAN) (SEE PLAN)
<br /> _
<br /> ' ' ' ' G p � 0
<br /> ALTERNATE HOOK ROUGHENED JOINT, TYP ' ��OF �AS�yj�'
<br /> � � MECH SPLICE AT ��'
<br /> , CONC WALL TYP
<br /> �— ROUGHENED JOINT, TYP �`— `� CONTRACTOR'S OPTION
<br /> ' — CONC WALL TYP r CONC WALL TYP
<br /> ,� �r4sz 4
<br /> 'P h'P�f ST�'�4 �'
<br /> �SSIONAL ���'`�
<br /> SINGLE LAYER WALL REINF SIN�LE LAYER WALL REINF SINGL� LAYER WALL REINF o6_��—��
<br /> T/SLAB�EL � 1 1/2" KEYED JT Revisions
<br /> • . . • SEE PLA� »
<br /> �-� \ J 4 PRE-PERMIT REVIEW
<br /> T/SLAB EL ' T SLAB EL 05/22/2013
<br /> - • (SEE PLAN) (SEE PLAN)
<br /> �_� PERMlT SUBMITTAL
<br /> � � . . 06/119/2013
<br /> N S:_ PERMIT REPONSE
<br /> 1. THIS DETAIL MAY NOT BE USED AT 09/11/2013
<br /> � SHEAR WALLS WITHOUT THE APPROVAL
<br /> � � � OF THE STRUCTURAL ENGINEER.
<br /> DOUBLE LAYER WALL REINF DOUBLE LAYER WALL REINF DOUBLE LAYER WALL REINF
<br /> �
<br /> �
<br /> �
<br /> 0
<br /> �
<br /> �
<br /> �
<br /> �
<br /> �
<br /> 0
<br /> ¢ TYP SLAB TO WALL CONNECTION NO SCALE L TYP CONCRETE SLAB TO WALL CONNECTION NO SCALE M TYP ALTERNATE SLAB TO WALL CONNECTION NO SCALE N P Q
<br /> �
<br /> �
<br /> �
<br /> �
<br /> �
<br /> ,� PAG�ODA VILLAGE
<br /> � EVERETT
<br /> �
<br /> �
<br /> � GRAND & WALL STREET
<br /> �; EVERETT, WA
<br /> �
<br /> �
<br /> �
<br /> �
<br /> �
<br /> 0
<br /> �
<br /> �
<br /> TYPCIAL
<br /> �
<br /> � CONCRETE
<br /> �
<br /> � . V1lALL DETAILS
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<br /> � �
<br /> � u Date: 06/21/2013
<br /> � ¢
<br /> � m Job No: 113041
<br /> � �
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<br /> �
<br /> � ;� Drawing No.
<br /> 00
<br /> - Ct-
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