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<br /> � I V��ITHW EXIST U �'
<br /> � PARTITION WALL
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<br /> 3 16 � � � z � NEW CONC SIDEWALK „ , �Ax. -+2�.:�i1.�������
<br /> i I I #3 DOWELS @ 12 OC EA SIDE I I 3/4 LEVELING
<br /> ' � � m PER CIVIL DRAWINGS OF SAW CUT{-10LE � � � GROUT
<br /> ' I I 3��
<br /> � . I SAWCUT EXIST SLAB � � �� '��
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<br /> . ,, I SLAB
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<br /> a a �<� �J� ��1 . 4 3 4"� a a � I.vi ` � c `= ^ ^ PHONE (425) 778-8500
<br /> "' �' ANCNOR BOLTS � � ! FAX (425) 778-5536
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<br /> __�_� IJ � �2� 3�4���THREADED "' �
<br /> REINF �;,,� ��A� � �, , ,� ��a-�+ � m � RODS W/ 1/2 x 3 x 0'-3° SIZE AND REINF ���VI, C
<br /> PER PLAN ' PER PER PLAN G��o� �As�,l�s�
<br /> - PLATE WASHE�t AND NUT
<br /> PLAN ,
<br /> � - CAIVOPY COLUMN FOOTING MOVABLE PARTITION COLUM �J FO�TING �� �� �-;�' �
<br /> � SCALE: 1" = 1'-0" ' � SCALE: 1" = 1'-0°
<br /> o�s a��z5�,�,�
<br /> 10° ; , PER `S'I�1VAL �
<br /> ', PLAN O��I8�Io
<br /> � INCREASE CONCRETE COVER j�°�� 3 16
<br /> ,' ; 3/4°AT RUSTICATION JOINTS i � COL PER PLAN � � �
<br /> � H H
<br /> � c' e ,I EXIST COL i � CONTRACTOR TO VFY NEW I � I a � N � Q Q
<br /> � E X I S T 2 D E E P C M U F L U T E S. PER PLAN
<br /> �' ° " A T G R O U T E D VE RTICAL CELLS i ° CHIP ANDREMOVE PRIOR � j C O L U M N I S C E N T E R E D � � z � � N �'- �
<br /> 1 0 ,� + NEW CONC SIDEWALK � S
<br /> ° DE HOQKED#4 `'� TO WALL CO N S T R U C T I O N EXIST OVER EXISTING FOOTING � � �z ~
<br /> (32 OC), PROVI P E R C I V I L;D R A W I N G S F O U N D A T I O N o 1 � � � � � � w
<br /> � � m �
<br /> 1 0' B A R S @ 2 4" O C. D O W E L& E P O X Y � �r � .a � � PL 5/8 x 10 x 0'-10° � v=i O O � � � �
<br /> INTO EXISTING CMU WALL, ^ � �
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<br /> � ; n . .� � -' v G I I <j C] {,/) a. CZ o J
<br /> 'I PROVIDE 4 1/2° EMBED, MW � �
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<br /> I_ � � r • � � - =--.�-.- � �
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<br /> CONCRETE WALL W/ ° � � � � � � �- �-
<br /> � II II
<br /> ?� � #5 VERT& HORIZ @ ts , . � � � . . � . , ., .. V .
<br /> � -� 12 OC EA FACE r� . . , � . � � �
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<br /> EXIST CMU � a . a . � ' ". �'� �� t _..__-----� �.__._ TYP. '°. I � .' W m � N O �
<br /> WALL �° • HOOKED DOWELS TO MATCH ' ; q " ' � � � . . -a �"' r�,,,� � � � �
<br /> � � ` �, AND LAP W/VERT WALL . ' ' . ' °� � a '.
<br /> � >°'. -.�-�:- 's REINF. HOOK A MIN OF(i) . , . � � � � `�. �� DRILL.& EPDXY(4) L� O O � O O
<br /> N �' F DOWEL UNDER PILE PLATE • ' � � . '
<br /> � ; `' :�� a. �__��°�_�,_ =� �_ ,_____��__�. _._.� RODS W/4° EMBED �
<br /> ,� �° �' ` 5/8"�THREADED
<br /> / . s~ , _.�..____._._ .�._. _.�.�_�..._ 6" MIN Z . `� :
<br /> � EXIST CONDUIT
<br /> ;• • RUN 18" MAX
<br /> EXIST CONC SLAB , - ' j �� REINF PER PLAN ,
<br /> ° ON GRADE AND ; ,
<br /> 2'-0"
<br /> s FOUNDATION ! CQNCRETE VERIFY ;
<br /> � ��� � �� ' � FouNOA-rioN � ; CANOPY COLUMN FUOTING
<br /> , . �,- .. . _.� :. , , �- , 4
<br /> ,� � � �. .�__ X _._.._ � -�� x� --- X�a • • =1 I 1=1 I 1=1 I I ! SCALE: 1" = 1'-0° �
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<br /> I . ��I I E,��� I � � • � � �� PER FULL HEIGHT z z �
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<br /> DOVVEL� EPDXY#5 BARS `����-I � � �, . - �< �
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<br /> REINF PER DET 1 � fl � �
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<br /> x 2'=3"TOP & BOT @ 18," —` ��
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<br /> OC. PROVIDE 6" EMBED ==I I I= "
<br /> INTO EXIST FOOTING AND , -,� I I I I _ ; 4 � O H � I
<br /> ; ���� f=l I I I �, . REMOVE AND ' r�n � F-•� H � '
<br /> PROVIDE A MIN OF (1) i�� I I I I 3 STANDARD PIPE � H � � ,
<br /> DOWEL UNDERNEATH EA �~I I I I _ PERMANENT CASING REPLACE SLAB ON „ EXIST SLAB (2)#5 x 10'-0" EA H 1� �
<br /> SIDE OF PILE PLATE I I I I � 3° GRADE AS REQ'D 6 ± FACE (4 TOTAL} s� 1 � � _
<br /> II II n, ,,�/
<br /> ON GRADE � ,
<br /> � � � � EMBED,TYP #3 CONT @ 12" OC ' LL L.L.I
<br /> ;; CENTRALIZER FOR I� � � ,
<br /> C�NTER BAR I I I I ° " � � ^
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<br /> GROUT PER �Jv ��� ���i'-� — _ _ _== �� ADDITIONAL WALL REINF �
<br /> STRUCTURAL NOTES _ a ���-�� � � ��- � '
<br /> �I I I=I I I=I I I=I I I=I I I=I I I EQUAL TO 1/2 OF REINF
<br /> � a � 2 �I—) I (—I I I—I I I—) ( I=I I I= DOWEL& EPDXY#3 BARS OPE INTERRUPTED BY OPENING @
<br /> ; `y "' � � � - - - — 15° OC EA SIDE OF = � 3" OC EA SIDE OF SUPPORTS
<br /> o � 1 �II II II II @
<br /> �I I I I I ( saw cuT TRENCH � Q
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<br /> ��i � _-�—�;,.�,:: ,. �j�, �-- I;=�;j I I-�;I I I;=-I I I;=�I � uTiuTiEs SHEET TITLE:
<br /> 1�-- - . .
<br /> ' - LEVEL OF VERY DENSE PER , PER MEP
<br /> _ GLACIALTILLSOILS MEP FOUNDATION DETAILS',
<br /> -,.;'..��� #7 THREADED REBAR
<br /> - PER STRUCTURAL NOTES A. CONDUIT TRENCH �
<br /> CONTRACTORS OPTION �
<br /> 5'-0" EMBED FOR PILES AT GRID 11 #3 BARS ��- TO BLOCK OUT AND ,
<br /> (DEMAND= 17.SK ASD) @ 15" OC GROUT LATER ' -
<br /> 10'-0" EMBED FOR PILES AT GRID F 3° EMBED, UTILITIES PER MEP 6°
<br /> � (DEMAND=35K ASD} TYP � PER MEP HOOK WALL
<br /> I :"`� ____n__ _-_ _�-__. , F
<br /> .�:. �,� . �� REINFAT
<br /> ':,�,"'. w w �� � � ', _ `� a �"�, _--_- .;�, ' 0 P E N I N G
<br /> a � . ,� _ � • , � � DATE: 04�08/16
<br /> r � � � .. .
<br /> � _.�_�__. _ _ ..�._.______� - � , � ; � B N O.. 14008
<br /> z �—____.
<br /> � � . —���—I `I I—���—� )O
<br /> �' _ v . — , G _ ' �
<br /> � - �i ° ^- - ° a `' �� � FOOTING �,
<br /> ��'�' � �PER PLAN
<br /> 8
<br /> �� DOWEL& EPDXY#3 BARS
<br /> @ 15" OC EA SIDE OF 2 1 Ii I I ' ��• I ( 'I ` J v � ' � ° � �> ., � `' ° _ ONE INCH AT FULL SCALE.
<br /> ' MIN REWF PER PLAN
<br /> H a. � � � IF NOT, SCALE ACCORDINGLY ''�,
<br /> SAW CUT TRENC -
<br /> 1
<br /> - �, � AND DETAIL 1
<br /> 1�_��� #3 CONT -I_ � _ _ � _ I I� � . _ '
<br /> � "
<br /> @ 12" oc `° , � :� SHEET:
<br /> '�I—I I 1—I 1 I—I I I�-1 I I—I �� n =]
<br /> ., ='-��. . al' . , . � .
<br /> - � . . � . � . . � . . . . .. ,._ . �. . � . . . �
<br /> � PER B.WALKER DUCT TRENCH ° , � � ° ° �' '
<br /> <c .. .,
<br /> ( PLAN - : �
<br /> I �
<br /> LL & F0�11VDATION SLAB ON GRADE REPLA�EMENT 6 REINFORCING `AT DOOR OPENING
<br /> 1 CONCRETE SH EAR WA 5 SCALE: 1�� = 1�-0�� �
<br /> � j SCALE: 1" = 1'-0° SCALE: 3/4" = 1'-0"
<br /> SHEET 28 OF 95
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