Laserfiche WebLink
4"4" <br />#4 DWLS @ 12" OC <br />USE WHERE SIDEWALK MEETS STOOP <br />(SEE ARCH / CIVIL FOR LOCATIONS) <br />MATCH SIDEWALK <br />(SEE ARCH / CIVIL) <br />#4 DWLS @ 12" OC <br />OR DRILL AND EPOXY <br />INTO WALL (4" EMBED) <br />8" CONC WALL REINF <br />W/ #4 @ 12" OC EW <br />(TYP 3 SIDES UNO) <br />3 - SIDES (UNO) <br />1' - 4" <br />4" VOID FORM <br />ON COMPACTED <br />SOIL <br />#4 @ 12" OC EW <br />(CENTERED) <br />#4 @ 12" OC EW <br />(CENTERED) <br />SEE ARCH / CIVIL VERIFY W/ ARCH <br />5" (MIN)#4 DWLS @ 12" OC <br />OR DRILL AND EPOXY <br />INTO WALL (4" EMBED)8"SLOPE <br />1' - 0"2 -#5 CONT <br />SEE RELATED SECTIONS <br />FOR FOUNDATION INFO <br />PER GENERAL STRUCTRUAL NOTESBOTTOM OF FOOTING TOBE PLACED AT EXTERIOR FROST DEPTH2' -0"2' -0" <br />SIDEWALK STOOP <br />SOG (SEE PLAN) <br />DOOR JAMB <br />(BEYOND) <br />NOTES: <br />1. VERIFY STOOP SLOPE W/ ARCH. <br />2. FOR CONCRETE FINISH, AGGREGATE, COLOR, JOINT <br /> PATTERNS, AND DIMS SEE ARCH / LANDSCAPE DWGS.2' -0"2' -0" <br />THRESHOLD <br />(SEE ARCH) <br />#4 DWLS X 2'-0" <br />@ 12" OC (CENTER <br />ON JOINT) <br />MATCH SIDEWALK <br />(SEE ARCH / CIVIL) <br />#4 DWLS @ 12" OC #4 @ 12" OC EW <br />(CENTERED) <br />#4 @ 12" OC EW <br />(CENTERED) <br />SEE ARCH / CIVIL VERIFY W/ ARCH <br />5" (MIN)SOG (SEE PLAN) <br />DOOR JAMB <br />(BEYOND) <br />SLOPE <br />8"1' - 0"USE WHERE SIDEWALK MEETS STOOP <br />(SEE ARCH / CIVIL FOR LOCATIONS) <br />SIDEWALK STOOP <br />SEE RELATED SECTIONS <br />FOR FOUNDATION INFO8"1 <br />3PER GENERAL STRUCTURAL NOTESBOT OF WASHED CONC SAND TOBE PLACED AT EXTERIOR FROST DEPTHTURNED DOWN EDGE <br />3 -SIDES (UNO) <br />NON-FROST SUSCEPTIBLE <br />SOIL CONFIRM WITH GEOTECH <br />NOTES: <br />1. VERIFY STOOP SLOPE W/ ARCH. <br />2. FOR CONCRETE FINISH, AGGREGATE, COLOR, JOINT <br /> PATTERNS, AND DIMS SEE ARCH / LANDSCAPE DWGS.2' -0"2' -0" <br />#4 DWLS @ 12" OC <br />OR DRILL AND EPOXY <br />INTO WALL (4" EMBED) <br />THRESHOLD <br />(SEE ARCH) <br />SLAB ON GRADE JOINTING AND ADDITIONAL REINFORCEMENT NOTES <br />1. MAX CONTROL JOINT SPACING TO BE 14'-0" OC EACH WAY. <br />2. CONTRACTOR TO SUBMIT SLAB ON GRADE JOINT PLAN THREE WEEKS PRIOR TO SLAB POUR. <br />3. LIMIT SLAB PANEL ASPECT RATIO TO 1.5:1. <br />4. MINIMIZE "L" SHAPED PANELS WHEN AT ALL POSSIBLE OR PROVIDE ADDITIONAL JOINTING OR RE-ENTRANT CORNER BARS. <br />5. WHENEVER POSSIBLE LOCATE JOINTS UNDER WALL AND FIXTURES. <br />6. SAW CUTTING SHALL BE DONE AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY TO PERMIT CUTTING <br /> WITHOUT CHIPPING, SPALLING OR TEARING BUT NOT MORE THAN 12 HOURS AFTER POURING. <br />WALL <br />BOND BREAKER <br />AT SLAB TO WALL <br />(TYP) <br />BOND BREAKER <br />AT COLUMN (TYP) <br />COLUMN <br />ADD CONTROL JOINT AS <br />REQD TO ELIMINATE "L" <br />SHAPED PANEL AND LIMIT <br />PANEL ASPECT RAITIO 1.5:1 <br />JOINT SPACING14'-0" MAXS004 <br />3 <br />CONTROL / CONST JOINTS7 <br />S004 <br />7 <br />S004 <br />TYPICAL SLAB PANEL MAX <br />RECOMMENDED ASPECT <br />RATIO = (1) W:(1.5) L <br />W <br />LNO "L" <br />SHAPED PANELS <br />PROVIDE RE-ENTRANT <br />CORNER BARS AT "T" <br />JOINT INTERSECTION <br />JOINT SPACING <br />14'-0" MAX <br />4 <br />S004 <br />4 <br />S004 <br />OPENING <br />PROVIDE RE-ENTRANT <br />CORNER BARS AT <br />OPENING CORNERS <br />ALIGN JOINT WITH <br />WALL JOG WHEN <br />POSSIBLE <br />S004 <br />3 <br />DOCK PIT <br />S004 <br />3 <br />WALL JOG <br />WITHOUT CJ <br />S004 <br />3 <br />NOTE: <br />SAW CUTTING SHALL BE DONE AS SOON AS THE CONCRETE HAS <br />HARDENED SUFFICIENTLY TO PERMIT CUTTING WITHOUT CHIPPING, <br />SPALLING OR TEARING BUT NOT MORE THAN 12 HOURS AFTER POURING <br />SOG (SEE PLAN)SAW CUT <br />1/2"1/8"1 1/4"T/4 (1 1/4" MIN)T1/4" PLATE DOWEL AT 30" <br />OC MAX START FIRST DOWEL <br />6" FROM EDGE <br />CONTRACTOR MAY SUBSTITUTE <br />#4 X 2'-0" SMOOTH DWLS @ 24" <br />OC (GREASE ONE END & SUPPORT <br />DOWEL TO ENSURE ALIGNMENT) <br />CONST JOINT <br />(SEE PLAN) <br />SOG (SEE PLAN)EQEQ2" TYP2 -#4 X 3'-0" REQD AT EACH CORNER <br />UNLESS CONST JOINTS ARE PROVIDED <br />(PLACE @ UPPER 1/3 OF SLAB) <br />EDGE OF WALL, <br />BLK, OR CONC <br />SOG (SEE PLAN) <br />CONST JOINTS <br />EDGE OF WALL, <br />BLK, OR CONC <br />SOG (SEE PLAN) <br />RE-ENTRANT CORNERS W/O CONST JOINTS RE-ENTRANT CORNERS W/ CONST JOINTS2"6" MIN3' - 0" MAXFTGSLEEVE TO BE <br />2" LARGER <br />THAN PIPE <br />PIPE <br />PERPENDICULAR <br />TO FOOTING <br />FOR PIPES IN THIS AREA, <br />STEP FTG SO PIPES PASS <br />THRU WALL <br />6"NOTE: <br />1. FOR PIPES 3'-0" OR LESS BELOW FTG, <br />PROVIDE SLEEVE AND CONCRETE AS SHOWN. <br />2. FOR PIPES MORE THAN 3'-0" BELOW FTG, <br />USE STEPPED FTG DETAIL TO GET WITHIN 3'-0" MAX. <br />CONTRACTOR'S OPTION: <br />OMIT STEPPED FOOTING AND CONCRETE BELOW AND <br />PROVIDE PROPERLY COMPACTED SOIL BETWEEN <br />BOTTOM OF FOOTING TO 6" MIN BELOW PIPE SLEEVE. <br />PLUS 2" <br />SLEEVE = <br />DIA OF PIPE <br />NOTE: <br />CONTRACTOR SHALL BE RESPONSIBLE <br />FOR SHORING, SHEATHING OR OTHERWISE <br />MAINTAINING THE SIDES OF THE <br />EXCAVATION FROM CAVE-IN UNTIL ALL <br />BACKFILL IS COMPLETED. BACKFILL AS <br />PER SPECIFICATIONS.1 <br />2 <br />2 <br />11'-6" <br />MIN <br />10'-0" <br />BACKFILL AS <br />PER SPECS <br />FINISHED GRADE <br />(SEE ARCH / CIVIL) <br />BACKFILL AS <br />PER SPECS <br />TRENCH <br />EXCAVATION <br />BOTTOM OF <br />EXCAVATION SHALL <br />NOT EXTEND BELOW <br />THIS LINE <br />3' - 3" <br />9"d1 <br />1 <br />MAX <br />SLOPE SIDE OF FTG STEP IF <br />SOIL WILL NOT STAND <br />VERTICAL <br />CONC FTG <br />(SEE PLAN / SCHED) <br />OR RELATED DETAILS <br />TFE (SEE PLAN) <br />S=8" OR 16" FOR <br />MASONRY WALLS <br />S=2'-0" MAX FOR <br />POURED CONC WALLS <br />OR PRECAST <br />dS2S <br />dNOTES: <br />1. ALL BARS INTERRUPTED BY THE OPENING SHALL BE REPLACED WITH ADDITIONAL REINFORCEMENT TO MATCH THE BARS <br />THAT ARE INTERRUPTED. PLACE HALF OF THE ADDITIONAL REINFORCEMENT ON EACH SIDE OF OPENING. IF AN ODD NUMBER OF <br />BARS ARE INTERRUPTED ROUND UP A BAR TO HAVE EQUAL ADDITIONAL BARS ON ALL SIDES. <br />2. PROVIDE ONE ADDITIONAL BAR TO MATCH WALL REINFORCEMENT ON ALL SIDES OF THE OPENING IN ADDITION TO THE <br />INTERRUPTED BARS. <br />3. AT OPENINGS LESS THAN 12", REINFORCEMENT AS DETAILED MAY BE ADJUSTED TO BOTH SIDES OF OPENING.TYPLdTYP <br />Ld <br />ADDED REINF <br />PER NOTE #2 <br />TYP2"TYP2"TYP <br />3" <br />TYP <br />3" <br />INTERRUPT WALL <br />REINF AS NEC <br />OPENING <br />(VERIFY SIZE <br />W/ OTHER <br />DISCIPLINES) <br />WALL REINF <br />(SEE PLAN / SCHED) <br />MAINTAIN SPACING <br />PER SCHED <br />ADDED REINF <br />PER NOTE #1 <br />2 -#4 X 4'-0" REQD <br />AT EA CORNER <br />NOTE: <br />DOUBLE LINE <br />DENOTES ADDED REINF0'2"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 8:16:28 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 />S004 SET TYPE -PERMIT 09.24.21CAB <br />2021-211 <br />RTJ <br />TYPICAL DETAILS <br />Terrance D. Nuesse, PE <br />41626 <br />09.24.2021 <br />NO SCALES004 <br />9 CONCRETE - STOOP <br />NO SCALES004 <br />10 CONCRETE - STOOP <br />NO SCALES004 <br />1 SOG - JOINTING AND ADDITIONAL REINFORCEMENT REQUIREMENTS <br />NO SCALES004 <br />4 SOG - CONTROL JOINT <br />NO SCALES004 <br />7 SOG - CONSTRUCTION JOINT <br />NO SCALES004 <br />3 SOG - RE-ENTRANT CORNERS <br />NO SCALES004 <br />2 PIPES PERPENDICULAR TO FOOTINGS DETAIL <br />NO SCALES004 <br />5 UTILITIES PARALLEL TO FOOTINGS DETAIL <br />NO SCALES004 <br />6 STEPPED FOOTING DETAIL <br />3/4" = 1'-0"S004 <br />8 CONCRETE - ADDL REINF AT WALL OPENINGS MARKDATEDESCRIPTION