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AGRID <br />8"6" <br />SOG (SEE PLAN) <br />BOND BREAKER <br />5/8" DIA SIMPSON TITEN HD <br />(OR EQUAL) @ 48" OC MAX <br />UNO W/ 4" EMBED MIN <br />FINISH (SEE ARCH) <br />TOSL <br />EL = SEE PLAN <br />TFE <br />EL = SEE PLAN <br />BRICK LEDGE <br />EL (SEE ARCH)SCHEDSEE PLAN/EQ 1' - 2"EQ <br />EXT GRADE/ SIDEWALK <br />(SEE ARCH / CIVIL) <br />14" CONC WALL REINF W/ <br />#5 @ 24" OC EW EF <br />CONC FTG <br />(SEE PLAN/ SCHED) <br />DWLS TO MATCH VERT <br />REINF <br />2 X 6 STUD WALL (SEE PLAN) <br />SEE PLAN/ SCHED <br />AA D C.9 <br />SEE PLAN/ SCHED <br />1' - 3"SEE PLAN/ SCHED 1' - 3" <br />TOSL <br />EL = SEE PLAN <br />TFE <br />EL = SEE PLAN <br />SCHEDSEE PLAN/SOG (SEE PLAN) <br />1/2" BOND BREAKER <br />AROUND COLUMN <br />FINISH (SEE ARCH) <br />EXT GRADE/ SIDEWALK <br />(SEE ARCH/ CIVIL) <br />TPE <br />EL = SEE PLAN <br />SEE PLAN <br />GRID GRID <br />ADDL TIES @ ANCHOR RODSGROUT <br />NON-SHRINKBASE PLATE/ ANCHOR BOLTS <br />(SEE PLAN/ SCHED) <br />STL COLUMN <br />(SEE PLAN/ SCHED) <br />CONC PIER <br />(SEE PLAN/ SCHED) <br />CONC FTG <br />(SEE PLAN/ SCHED) <br />DWLS TO MATCH VERT REINF <br />E <br />TOSL <br />EL = SEE PLAN <br />TFE <br />EL = SEE PLAN <br />SOG (SEE PLAN) <br />BOND BREAKER <br />FINISH (SEE ARCH) <br />EXT GRADE/ SIDEWALK <br />(SEE ARCH/ CIVIL) <br />TPE <br />EL = SEE PLAN <br />ADDL TIES @ ANCHOR RODS <br />BASE PLATE/ ANCHOR BOLTS <br />(SEE PLAN/ SCHED) <br />STL COLUMN <br />(SEE PLAN/ SCHED) <br />CONC PIER <br />(SEE PLAN/ SCHED) <br />CONC FTG <br />(SEE PLAN/ SCHED) <br />DWLS TO MATCH VERT REINFGROUTNON-SHRINNKEQ SEE PLAN/ SCHED EQ <br />SEE PLAN/ SCHED SCHEDSEE PLAN/GRID <br />0'2"4"8"0'4"8"16"0'1'2'4'0'8"16"32"0'16"32"64"0'2'4'8'0'4'8'16'0'8'16'32'DATE: <br />DRAWN BY: <br />JOB NO: <br />PM:1/16" = 1'-0"1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1 1/2" = 1'-0"3" = 1'-0"3/8" = 1'-0"21 43 65 <br />21 43 65 <br />E <br />A <br />B <br />C <br />D <br />E <br />A <br />B <br />C <br />D <br />I HEREBY CERTIFY THAT THIS <br />PLAN, SPECIFICATION, OR REPORT <br />WAS PREPARED BY ME OR UNDER <br />MY DIRECT SUPERVISION AND THAT <br />I AM A DULY LICENSED STRUCTURAL <br />ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA. <br />REG. NO. <br />DATE ISSUED <br />SIGNATURE <br />PRINTED NAME <br />9/24/2021 8:16:35 AMBIM 360://21-068 RCU St. Paul/2021-211_S20_RCU_Rice_Street_thuttonEBX79.rvtST. PAUL OFFICEROYAL CREDIT UNION2640 RICE STREET, LITTLE CANADA, MN 5511309.24.2021 <br />S300 SET TYPE -PERMIT 09.24.21CAB <br />2021-211 <br />RTJ <br />FOUNDATION <br />SECTIONS/ DETAILS <br />Terrance D. Nuesse, PE <br />41626 <br />09.24.2021 <br />3/4" = 1'-0"S300 <br />1 FOUNDATION DETAIL <br />3/4" = 1'-0"S300 <br />2 FOUNDATION DETAIL <br />3/4" = 1'-0"S300 <br />3 FOUNDATION DETAIL <br />MARKDATEDESCRIPTION