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150'-0" <br />50'-0" <br />50'-0" <br />50'-0" <br />WILDLIFE RESEARCH\ADDITION\WILDLIFE RESEARCH ADDITION-S1 <br />Ab FINISH FLOOR <br />INV EL. 100 -0 <br />FIELD VERIFY <br />BITUMINOUS <br />PAVING <br />PRECAST PANEL BEYOND <br />#4 DOWELS 2'-0"X12" AT <br />12" 0.C. (LLH) (3 SIDES) <br />4X4X1/4 ANGLE WITH <br />STEEL COLUMN SCHEDULE <br />MARK <br />SIZE <br />BASE PLATE <br />ANCHOR BOLT <br />Cl <br />HSS 8X8X5/16 <br />3/4"X16"X1'-4" <br />(4) <br />3/4" <br />DIA BENT ANCHOR BOLTS <br />C2 <br />HSS 10X10X1/4 <br />3/4"X18"X1'-6" <br />(4) <br />3/4" <br />DIA BENT ANCHOR BOLTS <br />C3 <br />W14X68 <br />1"X20"X1'-4" <br />(4) <br />3/4" <br />DIA BENT ANCHOR BOLTS <br />1/2" DIA X 6" STUD ANC. <br />AT 12" 0.C. (3 SIDES) <br />VERIFY DOCK LEVELER <br />DIMENSIONS WITH <br />MANUFACTURER <br />FIELD VERIFY <br />811 <br />:a <br />1—r 1I •Ii 1I- <br />I1 :,III Iil Ili�llllllll <br />GROUT <br />SPACE 1 <br />STEP FOOTING <br />AS REQUIRED <br />TO MAINTAIN <br />FROST DEPTH <br />Et Li: <br />z <br />wW <br />J L' <br />U <br />:0 <br />• <br />SLOPE SLAB <br />a <br />a <br />a <br />P <br />a <br />a <br />• a <br />1 1 II 1 II 1 II 1 <br />6" COMPACTED GRANULAR <br />FILL 95% STD. PROCTOR <br />DENSITY <br />#5 BENT BARS AT 12" O.C. <br />EACH WAY CENTERED <br />6" COMPACTED GRANULAR <br />FILL 95% STD. PROCTOR <br />DENSITY <br />#4 DOWELS GROUTED <br />8" INTO PRECAST VOIDS <br />CONCRETE EXPOSED TO FREEZING <br />CONDITIONS TO BE AIR ENTRAINED <br />EXTERIOR WALL <br />/A <br />I <br />DOCK LEVELER <br />PIT <br />\ " — #4X4'-0" IN SLAB <br />FOOTING WITH KEYWAY AT 45 DEGREES <br />SEE TYPICAL DETAIL AT (2) CORNERS <br />TYP, SLAB CORNER REINFORCING <br />TYPICAL LOADING DOCK LEVELER SECTION <br />S1 <br />SCALE: 3/4" = 1'-0" <br />4 FINISH FLOOR <br />EL. 100'-0" <br />z <br />=1 1E111E111= <br />1111�11 <br />GROUT <br />SPACE <br />TOP OF FOOTING <br />EL. 97-0" <br />UNLESS NOTED <br />(2) #5 BOTTOM <br />SLAB -WALL TIES <br />BY PRECAST FABRICATOR <br />AT SLAB -GRADE <br />DIFFERENTIAL <br />SEE PLAN FOR <br />SLAB ON GRADE <br />a <br />a <br />IIII <br />I�1= <br />111_ III <br />1=1 1 1=1 1 1=1 1 1= <br />GRANULAR FILL <br />SEE PLAN <br />3" KEY WAY <br />(VERIFY W/ <br />PRECAST <br />MANUF. <br />a <br />a <br />a <br />a <br />M <br />J <br />U. <br />IIIIIIIIIII I <br />EWEWEWEWE <br />2.-0" <br />M <br />HOLD THIS EDGE <br />OF KEYWAY STRAIGHT <br />& TRUE FOR PANEL <br />ALIGNMENT <br />TYP, DETAIL AT PRECAST WALL FOOTING <br />S1 <br />SCALE: 3/4" = 1'-0" <br />in <br />in <br />0 <br />2" X "S" TYP. <br />7 <br />a ° <br />CLASS 'B' LAP <br />J d <br />U r <br />4'-0" MAX. D <br />/ / <br />STEP FOOTING DETAIL <br />SCALE: 3/4" = 1'-0" <br />ALT. TOP OF <br />FTG. STEP ONLY <br />SEE PLAN FOR <br />REINFORCING <br />CLASS 'B' LAP— <br />/ <br />MATCH SIZE AND <br />SPACING OF REINF. <br />THUS: <br />2 <br />117 <br />ALTERNATIVE <br />OPTION <br />z <br />J <br />a <br />w <br />w <br />CONCRETE PIER SCHEDULE <br />MARK <br />SIZE <br />REINFORCING <br />TIES <br />P1 <br />24"X24" <br />(12) #5 VERT <br />#4 TIES AT 12" <br />0.C. <br />NOTE: <br />ALL VERTICAL BARS SHALL BE HOOKED INTO FOOTING <br />WITH EPDXY 8" INTO EXISTING FTG. <br />OR DRILLED <br />SPREAD FOOTING SCHEDULE <br />MARK <br />SIZE <br />REINFORCING EACH WAY <br />F1 <br />5-0"X5'-0"X12" <br />(6) #5 EACH WAY BOTTOM <br />F2 <br />6'-0"X6'-0"X14" <br />(7) #5 EACH WAY BOTTOM <br />F3 <br />7'-0"X7'-0"X16" <br />(7) #6 EACH WAY BOTTOM <br />F4 <br />8'-0"X8'-0"X18" <br />(8) #6 EACH WAY BOTTOM <br />F5 <br />4'-0"X5-0"X12" <br />(5) #5 *TRANSVERSE BOTTOM <br />(4) #5 LONGIT. BOTTOM <br />F6 <br />8'-0"X4'-0"X16" <br />(8) #5 *TRANSVERSE BOTTOM <br />(4) #5 LONGIT. BOTTOM <br />NOTES: <br />FOOTINGS DESIGNED FOR MAXIMUM SOIL BEARING <br />PRESSURE OF 2500 PSF. GEOTECHNICAL ENGINEER <br />SHALL VERIFY SOIL BEARING PRESSURE. <br />*NOTE: ALL TRANSVERSE BOTTOM BARS ARE DRILLED <br />WITH EPDXY 8" INTO EXISTING FOOTING. SEE TYP. <br />SECTION. <br />SEE PLAN AND <br />SCHEDULE FOR <br />HSS COLUMN <br />SEE PLAN FOR SLAB ON GRADE <br />(4) 3/4" DIA. X 12" HOOKED <br />ANCHOR BOLTS <br />FOOTING SEE PLAN <br />0744 <br />I I I I I I <br />—IIIIII <br />11E1 11E, III —III ° III I <br />IIIIIIIIIIIIIIIIII1 I I <br />IIIIIIIIIIIIIIIIIIII <br />a <br />a <br />a <br />I I 1 1 I I— <br />JI1l 111 <br />III —III= <br />Ia I,11=111=11 <br />111 1111H 111711111111; <br />3" CLR. TO REINF, <br />1" GROUT NOMINAL <br />TYPICAL STEEL COLUMN FOOTING DETAIL <br />SCALE: 3/4" = 1'-0" <br />2 <br />#5 BAR 2'-0" AT 2'-0" 0.C. <br />±1'-4" <br />SLAB CONSTRUCTION JOINT <br />1/8" SAW CUT <br />a 4 <br />u <br />a <br />a <br />a <br />as <br />SAWCUT CONTROL JOINT <br />NOTES: <br />1, 1-1/4" DEEP SAW CUT WITH WET BLADE IMMEDIATELY <br />AFTER FINISHING FOR 4" OR 5" SLABS. 1-1/2" DEEP <br />FOR 6" SLABS. <br />2. ALL CONTROL/CONSTRUCTION JOINTS MUST BE CONTINUOUS <br />AND NOT STAGGERED. <br />3. USE EXPANSION JOINT MATERIAL OR BOND BREAKER AT <br />ALL WALLS AND TRENCH DRAINS. <br />TYP. SLAB CONSTRUCTION/CONTROL JOINT DETAILS <br />SCALE: 3/4" = 1'-0" <br />2' <br />2' <br />0 <br />rn <br />0 <br />In <br />SEE TYPICAL <br />STAIR NOTES <br />TYP. CONT. FOOTING <br />2'-0" X 1'-3" (FTG, <br />DEPTH INCLUDES 3" <br />KEYWAY) WITH (2) #5 <br />CONT. BTM. T.F.E. <br />93'-0" (DOCK AREA) <br />T,F.E. = 93'-0" <br />T.F.E. = 95-0" <br />S� S <br />0 <br />0 <br />1!) <br />ar <br />T.F.E. = 97-0" <br />SEE TYPICAL <br />APRON NOTE <br />NORTH <br />40'-0" <br />TYPICAL LOAD <br />LEVELER PIT <br />SEE TYPICAL <br />STOOP NOTES <br />—T.F.E. = <br />93'-0" <br />F2—� <br />F2f <br />SEE TYPICAL <br />STAIR NOTES <br />6" UNREINFORCED CONCRETE <br />SLAB & VAPOR BARRIER <br />(IF REQUIRED) FINISHED <br />FLOOR EL. 100'-0" <br />TYPICAL SLAB ON GRADE <br />CONTROL & CONSTRUCTION <br />JOINTS. SEE DETAIL 3/S1 <br />AND GENERAL NOTES <br />C2 <br />+_IF4 <br />Z—� <br />73'-4" <br />SEE TYPICAL <br />STOOP NOTES <br />2 <br />FOOTING & FOUNDATION PLAN S <br />S1 <br />SCALE: 1 /16"=1'-0" <br />—T.F.E. = <br />91'-0" <br />—T.F.E. = <br />89'-0" <br />—T.F.E. = <br />87-0" <br />—T.F.E. = <br />85-0" <br />C2 <br />PROVIDE SLAB ISOLATION <br />JOINT TYPICAL AT COLUMN <br />LOCATIONS (PINWHEEL) <br />F4 <br />TOP OF FOOTING <br />EL. 99'-4" UNLESS <br />NOTED <br />INDICATES STEP IN FOOTING <br />SEE DETAIL 4/S1 <br />12" INSULATED PRECAST <br />CONCRETE WALL PANELS <br />TYPICAL <br />65'-8" <br />T.F.E. = <br />85'-0" <br />-IC T.F.E. = <br />1 87-0" <br />T.F.E. = <br />89'-0" <br />S <br />II <br />T.F.E. = <br />1 91'-0" <br />S S <br />II <br />-I <br />11< <br />S S <br />K <br />k T.F.E. = <br />97-0" <br />180 <br />T.F.E. = <br />93'-0" <br />T.F.E. = <br />95'-0" <br />1'-0„ <br />44'-0" <br />45'-0" <br />45'-0" <br />45'-0" <br />SEE NOTE BELOW <br />0 <br />0 <br />0 <br />0 <br />0 <br />N <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />leigeIWN <br />EXISTING <br />T,F.E. = 97-0" <br />EXISTING <br />T,F.E. = 95'-0" <br />EXISTING <br />T.F.E. = 93'- <br />EXISTING <br />T.F.E. = 93'-0" <br />77'-8" <br />n� <br />C3 <br />P1 <br />0 <br />F6 <br />T.F.E. = <br />97-0" <br />0 <br />0 <br />C3 <br />P1 <br />F6 <br />T.F.E. = <br />93'-0" <br />,1 <br />/ <br />C3 <br />P1 <br />0 <br />0 <br />0 <br />°0\ <br />F6 <br />T.F.E. _ <br />93'-0" <br />,1 <br />EXISTING <br />T.F.E. <br />nr <br />9 5' <br />EXISTING <br />T.F.E. = 97-0" <br />12" CONC. BLOCK <br />BELOW DOOR OPG. <br />SEE TYPICAL <br />APRON NOTE <br />>I <br />C3 <br />P1 <br />0 <br />0 <br />� o <br />J 'co <br />6 <br />T.F.E. _ <br />93'-0" <br />UV <br />Y <br />0 <br />0 <br />C3 <br />P1 <br />J <br />F6 <br />T.F.E. _ <br />F▪ in <br />TRANSVERSE DOWELS DRILLED AND EPDXY <br />GROUTED 8" INTO EXISTING FOOTING <br />(MATCH EXISTING FOOTING ELEVATION) <br />3—• <br />F1 <br />P <br />L <br />P <br />4 <br />J F3 <br />C1 <br />-8„ <br />ov 17.1 <br />SEE TYPICAL <br />STOOP NOTES <br />97'-8 <br />I— <br />F1 <br />12" INSULATED PRECAST <br />CONCRETE WALL PANELS <br />TYPICAL <br />PROVIDE SLAB <br />ISOLATION JOINT <br />TYPICAL AT <br />COLUMN LOCATIONS <br />(PINWHEEL) <br />4 <br />C1 <br />L1J F3 <br />P <br />L <br />P <br />+ <br />L <br />F1 <br />77-8" <br />C1 <br />4 <br />J F3 <br />C1 <br />4 <br />J F3 <br />SEE TYPICAL <br />STOOP NOTES <br />Z <br />Cl <br />F3 <br />TOP OF FOOTING <br />EL. 99'-4" UNLESS <br />NOTED <br />L1J F3 <br />P <br />L <br />F1-1- <br />P <br />L <br />P <br />TYPICAL SLAB ON GRADE <br />CONTROL & CONSTRUCTION <br />JOINTS. SEE DETAIL 3/S1 <br />AND GENERAL NOTES <br />Cl <br />J F3 <br />Cl <br />L J F3 <br />TYPICAL ENTRY STOOP <br />4" CONCRETE SLAB ON <br />6" COMPACTED SAND BASE <br />DOWEL STOOP TO FDN, WITH <br />#4 BENT BARS 16"X16" AT <br />16" O.C. (3 SIDES) <br />8" CONC. BLK. STOOP <br />FDN. WALL & 16"X8" FTG. <br />WITH (2) #4 CONT. BTM. <br />C1 <br />4 <br />J F3 <br />INDICATES STEP IN FOOTING <br />SEE DETAIL 4/S1 <br />TYP, CONT. FOOTING <br />2'-0" X 1'-0" WITH <br />(2) #5 CONT, BTM. T.F.E. <br />93'-0" (DOCK AREA) <br />4 <br />C1 <br />L1JF3 <br />P <br />L <br />6" UNREINFORCED CONCRETE <br />SLAB & VAPOR BARRIER <br />(IF REQUIRED) FINISHED <br />FLOOR EL. 100'-0" <br />L <br />97'-8' <br />TYPICAL LOAD <br />LEVELER PIT <br />C1 <br />4 <br />J F3 <br />4 <br />J F3 <br />C1 <br />12" CONC. BLOCK <br />BELOW DOOR OPG, <br />TYP 6" CONCRETE APRON <br />SLAB DOWEL TO FDN. WALL <br />WITH #4 BENT BARS <br />16"X16" AT 16" O.C. <br />S4--S <br />SEE TYPICAL <br />APRON NOTE <br />F1 NORTH <br />)SCALE: 1/16"= <br />FOOTING 8c FOUNDATION PLAN <br />0 <br />8" DIA. X 48" DEEP <br />CONCRETE PIER <br />FOOTING AT DOCK <br />STAIRS AS REQ.D <br />6" CONC. <br />SLAB © TRASH <br />ENCLOSURE <br />W/ HOOKED DOWELS <br />INTO FOOTING <br />TYP, FTG. <br />24"x12" W/ <br />Scr-01-1 <br />kNCINffi INC <br />Jerome, AZ ab331 <br />ENGINEER CERTIFICATION: <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE STATE <br />OF MINNESOTA. <br />SIGNATURE <br />BERNIE STROH <br />PRINT NAME <br />14269 <br />LICENSE NO. <br />07.02.26 <br />DATE <br />Construction, Inc. <br />Commercial Design and Construction <br />1100 Mendota Heights Road Ph: 651-681-0200 <br />Mendota Heights, MN 55120 Fax: 651-681-0235 <br />Lu <br />LLI <br />LLI <br />St NW, Ramsey, Minnesota <br />CO <br />Copyright 2026 <br />Stroh Engineering, P.E. <br />Structural Engineer: B STROH <br />Drawn By: JRB <br />Checked By: LL <br />Revisions <br />7/2/26 <br />ISSUE FOR PERMIT <br />FOOTING AND <br />FOUNDAION <br />PLAN <br />Sheet Number <br />Project No. 251003-4 <br />