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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° � <br /> , ` r-_\_.��n;=.�!s?-r-�! , � , `./ � � <br /> I . ��I I E,��� I � � • � � �� PER FULL HEIGHT z z � <br /> � -ui� . � . . a • #6 x 6@ CORNERS ARCH 1AMB REINF <br /> j ,� ��I � - �, a f—� �,..� <br /> � ��� � � � � n � � , <br /> � > '��-�' � PL1x9x0'-9" � Q �I <br /> . . N 0 . . . '� . . `<° �� , � ' :1 � � V � � . . . . � W � I . . <br /> LL. � ' ' � .� . ° � � �; #3 CLOSED TIES W Q ' <br /> . � . � . <br /> _ � z <br /> @ 6" OC,TYP � a � � � > I�J I <br /> � , : . Z O�/ � � <br /> � � � <br /> � . , � . .� ."., _ � . HORIZ AND VERT WALL � m LL <br /> �..�._ `� - <br /> a m <br /> DOVVEL� EPDXY#5 BARS `����-I � � �, . - �< � <br /> i-__-- • , • <br /> REINF PER DET 1 � fl � � <br /> �3 r J <br /> x 2'=3"TOP & BOT @ 18," —` �� <br /> i � Z � � �"� . <br /> I�"� <br /> OC. 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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 ° " � � ^ <br /> rf � � � . q� <br /> a � � � � � <br /> X _--- i'; � X . �! ---�`� LLr � � <br /> � i I I1 . , � � �7 °_. .�� - . e- �� � . �'� O � <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 <br /> - _._____--�-s.� � rr-�;-r��` ,. r-�=,-i { , — � � � - __ <br /> _r_; .,.. . � . <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 <br /> . v <br /> –_ _ _ _. -- - -- -- - – -- - <br />