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U <br /> � <br /> � <br /> � � <br /> QL � <br /> � � � <br /> 11.1 0 � <br /> PROVIDE MiN. (4) # 4 W/ 4" MIN. EMBEDMENT z � <br /> W/ SET—XP EPDXY PER MANUFACTURERS PROVIDE M�N. (4) � 4 W/ 4" MIN. EMBEDMENT ^ � � <br /> �� <br /> RECOMMENDATIONS NEW FOUNDATION TO W/ SET—XP EPDXY PER MANUFACTURERS r ^ � <br /> FD2 EXISTING, TYP. RECO�IMENDATIONS NEW FOUNDATION TO �J � N�.. <br /> S5 EXISTING, TYP. � ^ `J <br /> FD4 1 � � J X <br /> S 5 l�a W � <br /> f .—, - - - - - - -. = 11' <br /> . ; . a : . . . .. - - - - - - - - - <br /> — — �' <br /> FOUNDATION NOTES: I � O <br /> � r - - - - - - - - - - - - - - - - - - - - - --, I z CL� <br /> 1. ANCHOR BOLTS TO BE MINIMUM 5/8" DIA "J" BOLTS EMBED A MINIMUM OF 7" FD3 �-- <br /> 2. ISOLATED PAD TO BE A MINMIMUM OF 24" x 24" x 10" W/ (3) # 4 EACH WAY ^ � <br /> � . . � � -a � <br /> � a::. � s5 4-- � <q <br /> � <br /> u.N.o. � � . I � ,:° I --� —' ciJ <br /> 3. CONCRETE SHALL ATTAIN A 28—DAY STRENGTH (f'c) OF AT LEAST 3000 PSI, ° I , � � <br /> FOR WEATHERING. THE MIX SHALL CONTAIN NOT LESS THAN 5�/� SACKS OF I � '. I - - - - - - - - - - - � L - - - - - - - - - - - - - - - - - - - - - - - - - - - � <br /> CEMENT PER CUBIC YARD F�2 � ( " ' _ _ _ _ _ _ _ _ — — � <br /> F R I G B A S E D U P O 2 5 0 0 P S I S 5 - - - - - - - - - - - - - - r , I � � � <br /> 4. NO SPECIAL INSPECTION IS REQUIRED 0 DES N N I :�. I � �' I I ;. I Z � � <br /> STRENGTH I a- <br /> 5. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615. ( �;'� � .: I I <br /> A 4 BARS SHALL BE GRADE 40 f = 40 KSI. ALL 5 BARS SHALL BE � �" I O N � <br /> LL # � y # I ' ! PROVIDE MIN. (4) # 4 W/ 4" MIN. EMBED�IENT a I I r ` O� <br /> GRADE 60, fy = 60 KSI I ' ' � v N <br /> 6. LAP ALL CONTINUOUS REINFORCING 30 BAR DIAMETERS OR 2' — 0' MINIMUM. � •' I W/ SET—XP EPDXY PER �IANUFACTURERS � .; I I • FD4 (�] � <br /> PROVIDE CORNER BARS AT ALL WALL & GRADE BEAM INTERSECTIONS ( �_ I RECOMMENDATIONS NEW FOUNDATION TO � � I I S5 _ <br /> I � .. � EXISTING, TYP. ( "• I I ';. I � _ <br /> � . : � . :; I I , � ��--- : <br /> I .' I I ' j � <br /> � � - - � � <br /> PROVIDE MIN. 4 4 W/ 4" MIN. EMBEDMENT I ... ,� � <br /> O # ., f� � <br /> W/ SET—XP EPDXY PER MANUFACTURERS I � <br /> R E C O M M E N D A T I O N S N E W F O U N D A T I O N T O PROVIDE MIN. (2) # 4 W/ 4" MIN. E�IBEDMENT I ��' � <br /> EXISTING, TYP. W/ SET—XP EPDXY PER MANUFACTURERS I <br /> � � ° <br /> U�� S�V�� �1J �NCHOR P>OLTS W/ 3�� X ��� X 1/4�� W/-15HC.I�S � 5�"'D�� O.C. U.N.O. RECO�iMENDATIONS NEW FOUNDATION TO FD1 � �,, I <br /> NEW CON5TI�UCTION ONLY) EXISTING, TYP. � � _, <br /> ( S5 I . ,: I FD3 <br /> ` S 5 � �� <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� �� � I— � <br /> - - - - - - - - - - - - - - - - � a�. � 4 f � <br /> I ° ` i_ � <br /> � <br /> I 3 <br /> I • <br /> I ' : I � <br /> SPREAD FOOTING SCHEDULE � <br /> # WIDTH DEPTH REINFORCEMENT � �� j O - <br /> 1 8 1' - 6�� 1��� (2) # 4 EACH WAY PROVIDE �11N. (4) # 4 W/ 4" MIN. EMBEDMENT I <br /> W/ SET—XP EPDXY PER MANUFACTURERS �1� � " ( ~~ <br /> R E C 0�I M E N D ATIO NS NE W FOU NDATION TO � � I ` I � <br /> EXtSTING, TYP. I �^` I �~ <br /> � , z � <br /> — — — — — — —� � <br /> — — — — — — — — — — — — — — — — i <br /> — — — — — — — — — — — — — — — — — — ' — — — — — — — — — — ` <br /> 5 6� :`. I 7 <br /> FD 3 I '. � � <br /> I . <br /> s5 � e i STH D101�J, TYf. "—' <br /> - - - - - - - - - - - - - - - - - - - - - - � � (7) REQ'D. � <br /> - - - - - - - - - - - - - - - - - - - - - - -6J � <br /> � <br /> PROVIDE MIN. (4) # 4 W/ 4" MIN. EMBEDMENT FD4 � <br /> W/ SET—XP EPDXY PER MANUFACTURERS S5 � <br /> RECOMMENDATIONS NEW FOUNDATION TO � <br /> EXISTING, TYP. <br /> � <br /> S <br /> � <br /> FOUNDATION �Lf�N <br /> 2�2�,g <br /> 4�..Fwa�ELL <br /> � •�,o yi��~ �, <br /> �:�P� ���.,� <br /> °ti�.: DATE: 2 / 2 / 18 <br /> D12AWN BY: MW <br /> ��`�.. �os,o : ,� WC JOB #: 18-006 <br /> ''�FG/ST EF?F'��;�y�' <br /> AL� <br /> DR4WING SHEET NO. <br /> S1 OF S5 <br />