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STANDARD HOOKS AND BENDS <br />TIES AND STIRRUPS <br />LAP SPLICEOFFSET SPLICE <br />CLASS "B" LAP <br />BAR SIZE x <br />#3 <br />#4 <br />#5 <br />#6 <br />#7 <br />#8 <br />#9 <br />22" <br />30" <br />36" <br />44" <br />66" <br />74" <br />84" <br />NOTES <br />FOR STANDARD HOOK AND BENDS <br />FOR TIES AND STIRRUPS <br />1) <br />2) <br />3) <br />d = BAR DIAMETER <br />D= 6 d FOR #3 THRU #8 <br />D= 8 d FOR #9 THRU #11 <br />D= 4 d FOR #3 THRU #5 <br />D D <br />D <br />D <br />D D <br />90 DIA <br />2 1/2" MIN <br />45 DIA <br />180 DIA <br />135 DIA90 DIA <br />6 d #3 THRU #5 <br />12 d #6 THRU #812d <br />CLASS "B" LAP <br />WIRE TIES <br />4d <br />WIRE TIES <br />"X"3" MIN."X"3" MIN6d1 <br />6 ddLAP SEE <br />LAP SEECONCRETE FDN WALL <br />AND/OR FOOTINGS <br />CORNER BARS TO MATCH <br />SIZE & QUANTITY OF TYP <br />FTG REINF <br />1 2 <br />SEE PLAN FOR FOOTING <br />REINF TO LAP & <br />MATCH FOOTING <br />REINF <br />2S <br />D S SDDTFE <br />SEE PLAN <br />TFE <br />SEE PLAN <br />LAP TYP <br />CLASS B <br />GRADE OR SLAB <br />PIPE TRENCH <br />BACKFILL <br />BOTTOM OF FOOTING <br />SHALL NOT BE HIGHER <br />THAN THIS LINE. <br />LOCATE PIPE FARTHER <br />FROM WALL FOOTING <br />OR STEP FOOTINGS AS <br />REQUIREDBENCH <br />1'-0"1 <br />2 <br />2'-0" MIN <br />NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR <br />SHORING, SHEATHING OR OTHERWISE MAINTAINING <br />THE SIDES OF THE EXCAVATION FROM CAVE-IN UNTIL <br />ALL BACKFILL IS COMPLETED <br />FOUNDATION WALL <br />CONTINUE FOOTING <br />REINF ABOVE OPNG <br />WALL FOOTING <br />1 <br />1 1/2 <br />PIPE <br />NOTES: <br />1. <br />2.PIPES DEEPER THAN 8'-0" BELOW FOOTING DO NOT REQUIRE LEAN CONCRETE FILL, <br />PROVIDE TRENCH COMPACTED PER SPEC REQUIREMENTS. <br />DETAIL APPLIES TO PIPES LESS THAN 3'-0" BELOW FOOTING. FOR PIPES MORE <br />THAN 3'-0" BELOW FOOTING BUT LESS THAN 8'-0" PROVIDE LEAN CONCRETE FILL <br />BELOW FOOTING DOWN TO PIPE INVERT ELEVATION. <br />2" MIN COMPRESSIBLE <br />MATERIAL <br />6" 1'-0" 6"MIN2"MIN2"T / 4 MINCONSTRUCTION JOINT <br />CONTROL JOINT <br />1/2" DIAx2'-0" SMOOTH <br />DOWELS @ 16" OC <br />(GREASE ONE END) <br />CENTERED ON JOINT, <br />FEILD VERIFY <br />SAW CUT JOINT 1/8"x1/4 <br />DEPTH OF SLAB, MAXIMUM <br />14'-0" OC EACH WAY <br />TSLAB ON GRADE <br />10 MIL VAPOR <br />BARRIER <br />COMPACTED <br />GRANULAR FILL <br />SLAB ON GRADE <br />COMPACTED <br />GRANULAR FILL <br />NOTE: <br />1. FOR UNDER SLAB PREP SEE GEOTECHNICAL <br />EVALUATION REPORT <br />2. CONTRACTOR TO COORDINATE PLACEMENT OF <br />CONSTRUCTION JOINTS AS REQ'D <br />3. CONTRACTOR TO COORDINATE LOCATION OF <br />VAPOR BARRIER. <br />4. PROVIDE 6" MIN VAPOR BARRIER LAP PER <br />MANUFACTURER'S DIRECTION <br />10 MIL VAPOR <br />BARRIER <br />T/ ?? <br />??? <br />SEE MECH <br />SLOPE WHERE OCCURS <br />SLOPE <br />SEE MECH <br />SLAB <br />FLOOR DRAIN <br />7" <br />W/ MNFR <br />VERIFY 7"4"5"1'-0" <br />SLOPE <br />SEE MECH <br />S L O P E <br />S E E M E C H <br />T/ ?? <br />??? <br />TRENCH DRAIN BY <br />MANUFACTURER <br />SLAB <br />(3) #3 CONT <br />#3 BENT BARS @ 12" OC <br />T/O SLAB <br />EXTEND BARS 1'-0" INTO <br />FUTURE SLAB <br />SLAB ON GRADE <br />FUTURE SLAB ON <br />GRADE BY TENANT <br />SHOWN DASHED MIN <br />1'-0" <br />8"8"8"8"T/ FOOTING <br />SEE PLAN <br />TREATED 2x SILL PLATE W/ <br />1/2" DIA ANCHOR BOLTS & <br />WASHER (8" EMBED) @ 32" OC <br />TYP UNO AT SHEAR WALLS <br />SEE SHEAR WALL SCHEDULE <br />STUD WALL <br />SEE PLAN FOR SIZE & SPACING <br />WALL SHEATHING <br />SEE ARCH <br />VENEER <br />SEE ARCH <br />AT TOP OF WALL <br />PROVIDE (2) #4 <br />CONT HORIZ <br />T/ SLAB <br />100'-0" <br />8" CONCRETE FOUNDATION <br />WALL W/ #4 @ 32" OC VERT <br />W/ STD HOOK INTO FTG <br />PROVIDE #4 @ 12" OC HORIZ <br />1'-0"(3) #4 CONT <br />T/ CURB FIBER EXPANSION <br />JOINT <br />SEE PLANSLABPLYWOOD SHEATHING <br />CLR TYP <br />3"CLR3"2'-0" <br />T/ FOOTING <br />SEE PLAN <br />T/ SLAB <br />100'-0" <br />8" CONCRETE FOUNDATION <br />WALL W/ #4 @ 16" OC VERT <br />W/ STD HOOK INTO FTG <br />PROVIDE #4 @ 12" OC HORIZ <br />(3) #4 CONT <br />#4x2'-6" @ 32" OC DRILLED <br />& EPOXY INTO CONC <br />WALL W/ 4" EMBED <br />3'-0" <br />5" CONC APRON SLAB <br />W/ #4 @ 16" OC EA WAY <br />PAVEMENT BY <br />OTHERS <br />T/ CURB <br />SEE PLANSLABPLYWOOD SHEATHING <br />AT TOP OF WALL <br />PROVIDE (2) #4 <br />CONT HORIZ <br />TREATED 2x SILL PLATE W/ <br />1/2" DIA ANCHOR BOLTS & <br />WASHER (8" EMBED) @ 32" OC <br />TYP UNO <br />AT SHEAR WALLS <br />SEE SHEAR WALL SCHEDULE <br />STUD WALL <br />SEE PLAN FOR SIZE & SPACING <br />WALL SHEATHING <br />SEE ARCH <br />FIBER EXPANSION <br />JOINT <br />8"8"8"1'-0"CLR TYP <br />3"CLR3"2'-0" <br />S LO P E D <br />(2) #4xCONT <br />6 1/2"8" <br />T/ FOOTING <br />SEE PLAN <br />WALL BEYOND @ <br />EXTERIOR DOORS, <br />TYP <br />T/ SLAB <br />100'-0" <br />2'-0"1'-0"CLR3"CLR <br />3" <br />(3) #4 CONT SEE PLANSLAB8"8"8" <br />TYP <br />#4 BENT DOWEL @ 12" OC <br />8" CONCRETE FOUNDATION <br />WALL W/ #4 @ 16" OC VERT <br />W/ STD HOOK INTO FTG <br />PROVIDE #4 @ 12" OC HORIZ <br />#4x2'-6" @ 32" OC <br />3'-0" <br />5" CONC APRON SLAB <br />W/ #4 @ 16" OC EA WAY <br />PAVEMENT BY <br />OTHERS <br />S LO P E D <br />(2) #4xCONT <br />6 1/2"8" <br />(2) #4xCONT <br />1/2" DIAx2'-0" SMOOTH <br />DOWELS @ 16" OC <br />CENTERED ON JOINT <br />2'-0" <br />8"8"8" <br />T/ SLAB <br />SEE PLAN <br />T/ FOOTING <br />SEE PLAN <br />TREATED 2x SILL PLATE W/ <br />1/2" DIA ANCHOR BOLTS <br />& WASHER (8" EMBED) <br />@ 32" OC TYP UNO <br />AT SHEAR WALLS <br />SEE SHEAR WALL SCHEDULE <br />STUD WALL <br />SEE PLAN FOR SIZE & SPACING <br />8" CONCRETE FOUNDATION <br />WALL W/ #4 @ 32" OC VERT <br />W/ STD HOOK INTO FTG <br />PROVIDE #4 @ 12" OC HORIZ 1'-0"CLR3"CLR <br />3" <br />(3) #4 CONTSEE PLANSLABFIBER EXPANSION <br />JOINT EACH SIDE <br />WALL SHEATHING <br />SEE ARCH & SHEAR WALL SCHEDULE <br />TYP <br />AT TOP OF WALL PROVIDE <br />(2) #4 CONT HORIZ <br />SEE PLAN <br />SEE PLANSLAB7"WALL SHEATHING <br />SEE ARCH <br />STUD WALL <br />SEE PLAN FOR SIZE & SPACING <br />TREATED 2x SILL PLATE W/ <br />1/2" DIA SCREW BOLTS & <br />WASHER (3" EMBED) @ 32" OC <br />T/ SLAB <br />SEE PLAN <br />SEE PLANSLABWALL SHEATHING <br />SEE ARCH <br />STUD WALL SEE PLAN <br />FOR SIZE & SPACING <br />CONT SILL PLATE W/ <br />1/2" DIA SCREW BOLT <br />(3" EMBED) @ 32" OC <br />T/ SLAB <br />SEE PLAN <br />CONT SILL PLATE W/ <br />1/2" DIA ANCHOR BOLTS & <br />WASHER (8" EMBED) @ 32" OC <br />TYP UNO AT SHEAR WALLS <br />SEE SHEAR WALL SCHEDULE <br />STUD WALL <br />SEE PLAN FOR SIZE & SPACING <br />WALL SHEATHING <br />SEE ARCH & SHEAR WALL SCHEDULE <br />(3) #4 CONT <br />T/ SLAB <br />SEE PLAN <br />T/ FOOTING <br />SEE PLAN <br />8" CONCRETE FDN WALL <br />W/ #4 @ 32"OC VERT W/ <br />STD HOOK INTO FOOTING <br />PROVIDE #4 @ 12" OC HORIZ <br />FIBER EXPANSION <br />JOINT EACH SIDE T/ SLAB <br />SEE PLAN <br />2'-0" <br />8"8"8"1'-0"CLR3"CLR <br />3" <br />TYP <br />AT TOP OF WALL <br />PROVIDE (2) #4 <br />CONT HORIZ <br />CLR1 1/2"CLR <br />2" <br />MIN <br /> 4 1/2" <br />POST <br />SEE SCHEDULE <br />T/O FDN WALL <br />TREATED BOT PL <br />HOLDOWN ANCHOR <br />SEE SCHEDULE <br />TYP WALL <br />REINFORCEMENT <br />CONC FDN WALL <br />SEE PLAN & <br />SECTIONS EMBED SEE SCHEDULEHOLDOWN <br />SEE SCHEDULE & PLAN <br />T/ FOOTING <br />SEE PLAN <br />WALL BEYOND @ <br />EXTERIOR DOORS <br />TYP <br />T/ SLAB <br />100'-0" <br />1/2" DIAx2'-0" SMOOTH <br />DOWELS @ 16" OC <br />CENTERED ON JOINT <br />NON-FROST SUSCEPTIBLE <br />FILL DOWN TO FROST <br />PAVEMENT <br />BY OTHERS <br />8" CONCRETE FOUNDATION <br />WALL W/ #4 @ 32" OC VERT <br />W/ STD HOOK INTO FTG <br />PROVIDE #4 @ 12 OC HORIZ <br />2'-0"1'-0"CLR3"CLR <br />3"(3) #4 CONT SEE PLANSLAB8"8"8" <br />TYP <br />#4 BENT DOWEL @ 12" OC <br />SLOPED <br />1'-0"(2) #4xCONT <br />5" CONC SLAB W/ <br />#4 @ 16" OC EA WAY <br />8" <br />4'-0"4" <br />Signature <br />Printed name <br />Date License Number <br />Professional Engineer <br />I hereby certify that this plan, specification, or report was <br />prepared by me or under my direct supervision and that <br />I am a duly Licensed Professional Engineer under the <br />laws of the State of Minnesota. <br />41957 <br />MARK D. MIELKE, P.E. <br />763.559.9100 <br />www.vaaeng.com2300 Berkshire Lane N, Suite 200 <br />Plymouth, MN 55441 <br />VAA, LLC <br />DRAWING NO:PROJECT NO: <br />DRAWING TITLE: <br />CLIENT: <br />PROJECT: <br />SCALE: <br />FOR CONSTRUCTION <br />ISSUED <br />Date Plotted:AS NOTED <br />DATE: <br />DESIGNED: <br />DRAWN: <br />ISSUE/REVISIONDATENO. BY <br />CHECKED: APPROVED: <br />NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL <br />DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE <br />EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED <br />OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK <br />BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. <br />COPYRIGHT VAA, LLC 2023 - ALL RIGHTS RESERVED.3/3/2025 11:57:25 AMS501 <br />FOUNDATION DETAILS <br />ORONO GARAGE CONDOS <br />430 OLD CRYSTAL BAY RD <br />ORONO, MN 55356 <br />ROBERT L. PAGE <br />5840 CLUB VALLEY RD <br />SHOREWOOD, MN 55331 <br />240776 <br />03/01/2025 <br />JML <br />KAZ <br />SJF/AMR BMS <br />1/2" = 1'-0"S501 <br />TYP BAR BENDING DETAIL9 <br />1 1/2" = 1'-0"S501 <br />TYP CORNER REINF DETAIL10 <br />1/2" = 1'-0"S501 <br />TYP STEPPED FOOTING DETAIL11 <br />1/2" = 1'-0"S501 <br />TYP FTG PARALLEL TO PIPE12 <br />3/4" = 1'-0"S501 <br />TYP FTG PERPENDICULAR TO PIPE13 <br />1" = 1'-0"S501 <br />TYP INTERIOR SLAB JOINTS17 <br />1/2" = 1'-0"S501 <br />TYP FLOOR DRAIN DETAIL14 <br />3/4" = 1'-0"S501 <br />TYP TRENCH DRAIN DETAIL15 <br />3/4" = 1'-0"S501 <br />TYP SLAB INFILL DETAIL16 <br />1/2" = 1'-0"S501 <br />FOUNDATION DETAIL1 <br />1/2" = 1'-0"S501 <br />FOUNDATION DETAIL2 <br />1/2" = 1'-0"S501 <br />FOUNDATION DETAIL3 <br />1/2" = 1'-0"S501 <br />FOUNDATION DETAIL5 <br />1/2" = 1'-0"S501 <br />FOUNDATION DETAIL7 <br />1/2" = 1'-0"S501 <br />FOUNDATION DETAIL8 <br />1/2" = 1'-0"S501 <br />FOUNDATION DETAIL6 <br />BUILDING 1 <br />3/4" = 1'-0"S501 <br />WALL REINFORCING AT <br />HOLDOWN LOCATION DETAIL18 <br />2025 <br />1/2" = 1'-0"S501 <br />FOUNDATION AT CONCRETE STOOP DETAIL4 <br />0 03/03/25 ISSUED FOR CONSTRUCTION SJF <br />03/03/2025 <br />181