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50'-0" <br />O <br />/ <br />150'-0" <br />50'-0" <br />WILDLIFE RESEARCH\ADDITION\WILDLIFE RESEARCH ADDITION-S1 <br />AIN FINISH FLOOR <br />Vw EL. 100'-0"" <br />0 <br />z <br />FIELD VERIFY <br />00 <br />BITUMINOUS <br />PAVING <br />1 11 <br />GROUT <br />SPACE <br />STEP FOOTING <br />AS REQUIRED <br />TO MAINTAIN <br />FROST DEPTH <br />• <br />< PRECAST PANEL BEYOND <br />7 <br />°I — <br />I — <br />#4 DOWELS 2'-0"X12" AT 12" O.C. (LLH) (3 SIDES) <br />4X4X1/4 ANGLE WITH <br />2" DIA X ' ANC.' STUD <br />12" O.C. (3 SIDES) AT <br />VERIFY DOCK LEVELER <br />DIMENSIONS WITH <br />MANUFACTURER <br />FIELD VERIFY <br />° <br />STEEL COLUMN SCHEDULE <br />MARK SIZE <br />C1 HSS 8X8X5/16 <br />C2 HSS 10X10X1/4 <br />C3 W14X68 <br />6" COMPACTED GRANULAR <br />FILL 95% STD. PROCTOR <br />DENSITY <br />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 />< 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 />• <br />(7\ TYPICAL LOADING DOCK LEVELER SECTION <br />S1 SCALE: 3/4" = 1'-0" <br />z <br />N <br />(n <br />a <br />FINISH FLOOR <br />EL. 100"-0'" <br />° <br />=III; I- <br />GROUT <br />SPACE <br />TOP OF FOOTING <br />EL. 97"-0" <br />UNLESS NOTED <br />(2) #5 BOTTOM <br />° <br />° <br />SLAB -WALL TIES <br />BY PRECAST FABRICATOR <br />AT SLAB -GRADE <br />DIFFERENTIAL <br />SEE PLAN FOR <br />SLAB ON GRADE <br />° <br />1 1=1 11 1 1=1 1 11 1 1— <br />I_ I IGRANULAR FILL <br />• <br />SEE PLAN <br />3" KEY WAY <br />/ VERIFY W/ <br />PRECAST <br />MANI IF. <br />r) <br />HOLD THIS EDGE <br />2'-0" OF KEYWAY STRAIGHT <br />& TRUE FOR PANEL <br />ALIGNMENT <br />TYP. DETAIL AT PRECAST WALL FOOTING <br />S1 SCALE: 3/4" = 1'-0" <br />0 ` <br />CLASS 'B' LAP <br />2" X "S" TYP. <br />/ / <br />4'-0" MAX. <br />° <br />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 />ALTERNATIVE <br />OPTION <br />z <br />J <br />a <br />w <br />w <br />V) <br />El II <br />11111HIII <br />m <br />BASE PLATE <br />3/4"X16"X1'-4" <br />3/4"X18"X1'-6" <br />1 "X20"X1'- 4" <br />ANCHOR BOLT <br />(4) 3/4" DIA BENT ANCHOR BOLTS <br />(4) 3/4" DIA BENT ANCHOR BOLTS <br />(4) 3/4" DIA BENT ANCHOR BOLTS <br />CONCRETE PIER SCHEDULE <br />MARK <br />P1 <br />SIZE <br />24"X24" <br />REINFORCING TIES <br />(12) #5 VERT #4 TIES AT 12" O.C. <br />NOTE: ALL VERTICAL BARS SHALL BE HOOKED INTO FOOTING <br />OR DRILLED WITH EPDXY 8" INTO EXISTING FTG. <br />SPREAD FOOTING SCHEDULE <br />MARK SIZE <br />F1 5'-0"X5'-0"X12" <br />F2 6'-0"X6'-0"X14" <br />F3 7'-0"X7'-0"X16" <br />F4 8'-0"X8'-0"X18" <br />F5 4'-0"X5'-0"X12" <br />F6 8'-0"X4'-0"X16" <br />REINFORCING EACH WAY <br />(6) #5 EACH WAY BOTTOM <br />(7) #5 EACH WAY BOTTOM <br />(7) #6 EACH WAY BOTTOM <br />(8) #6 EACH WAY BOTTOM <br />(5) #5 *TRANSVERSE BOTTOM <br />(4) #5 LONGIT. BOTTOM <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 />r FOOTING SEE PLAN <br />III 111�1 <br />3" CLR. TO REINF. <br />1" GROUT NOMINAL <br />TYPICAL STEEL COLUMN FOOTING DETAIL <br />SCALE: 3/4" = 1'-0" <br />11\ <br />2 <br />#5 BAR 2'-0" AT 2'-0" O.C. <br />SLAB CONSTRUCTION JOINT <br />1/8" SAW CUT <br />SAWCUT CONTROL JOINT <br />° <br />° <br />° <br />° <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 />Q <br />Q <br />Q <br />0 <br />I <br />0 <br />0 <br />N <br />O <br />Oct0 <br />rn <br />O <br />0 <br />i <br />0 <br />0 <br />i <br />0 <br />0 <br />i <br />0 <br />0 <br />0 <br />o <br />0 <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 />1 <br />T.F.E. = 93'-0" )I <br />SI- S <br />T.F.E. = 95'-0" )I <br />T.F.E. = 97'-0" <br />I;1 <br />SEE TYPICAL )1- <br />APRON NOTE <br />SEE TYPICAL <br />1 / STOOP NOTES <br />i,L <br />L7 <br />NORTH <br />40'-0" <br />TYPICAL LOAD <br />LEVELER PIT <br />SEE NOTE BELOW ` _ o; <br />F5 <br />—T <br />1 <br />—T <br />—. <br />EXISTING <br />T.F.E. = 97'-0" <br />EXISTING <br />T.F.E. = 95'-0" <br />EXISTING <br />T.F.E. = 93'-C <br />EXISTING <br />T.F.E. = 93'-0" <br />EXISTING <br />T.F.E. = 97'-0" <br />12" CONC. BLOCK -- <br />BELOW DOOR OPG. <br />SEE TYPICAL -- <br />APRON NOTE <br />TRANSVERSE OWELS DRILLED AND EPDXY <br />GROUTED 8" INTO EXISTING FOOTING <br />(MATCH EXISTING FOOTING ELEVATION) <br />—T.F.E. = —T.F.E. = —T.F.E. = <br />— Ir — — 7 93'-0"— 91'-0" _ 89'-0" <br />F2��--- 0 F2 —�—= <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 />I JOINTS. SEE DETAIL 3/S1 <br />AND GENERAL NOTES <br />C2 <br />+ <br />++F4 <br />F2 = <br />SEE TYPICAL <br />STOOP NOTES <br />N <br />50'-0" <br />—T.F.E. = <br />87'-0" <br />N <br />—T.F.E. = <br />� — <br />PROVIDE SLAB ISOLATION <br />/ <br />I JOINT TYPICAL AT COLUMN <br />LOCATIONS (PINWHEEL) <br />Fes! -L <br />73'-4" <br />FOOTING & FOUNDATION PLAN <br />SCALE: 1 /16"=1'-0" <br />0 <br />I <br />-1n <br />C3 <br />P1 <br />▪ o <br />- <br />co <br />F6� <br />T.F.E. = <br />97'-0" <br />0 <br />I <br />0 <br />C3 <br />P1 <br />▪ 0 <br />F6 <br />—T.F.E. = <br />c 93'-0" <br />0 <br />I <br />0 <br />C3 <br />P1 <br />- ▪ o ` <br />1 F6 b <br />T.F.E. = <br />77'-8" <br />C1 <br />C1 <br />C1 <br />STOOP NOTES <br />12" INSULATED PRECAST I <br />CONCRETE WALL PANELS <br />TYPICAL <br />PROVIDE SLAB <br />ISOLATION JOINT <br />TYPICAL AT <br />COLUMN LOCATIONS <br />SEE TYPICAL <br />C2 <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 />7 1 <br />T.F.E. = <br />T.F.E. = <br />TOP OF FOOTING <br />NOTED <br />Cl <br />— TYPICAL SLAB ON GRADE <br />CONTROL & CONSTRUCTION <br />JOINTS. SEE DETAIL 3/S1 <br />AND GENERAL NOTES <br />Cl <br />L F3 <br />STOOP NOTES / <br />1-8; <br />Cl <br />6" UNREINFORCED CONCRETE <br />SLAB & VAPOR BARRIER <br />(IF REQUIRED) FINISHED <br />Fl <br />T.F.E. = <br />T.F.E. = <br />T.F.E. = <br />T.F.E. = <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 />WITH (2) #4 CONT. BTM. <br />INDICATES STEP IN FOOTING <br />SEE DETAIL 4/S1 <br />TYP. CONT. FOOTING <br />(2) #5 CONT. BTM. T.F.E. <br />TYPICAL LOAD <br />LEVELER PIT <br />Cl <br />Cl <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 />(FC TOOYONPTCI CRN AEG LT )EA TPIr)F(?)ci< <br />STAIRS AS REQ'D <br />Stl-S <br />111 <br />FOOTING 8c FOUNDATION PLAN <br />NORTH <br />SEE TYPICAL <br />APRON NOTE <br />SLAB © TRASH <br />ENCLOSURE <br />8" MSY. WALLS W/ <br />W/ HOOKED DOWELS <br />INTO FOOTING <br />00 <br />24"x12" W/ <br />SC446'0111 <br />Jerome, AZ 86331 <br />PI-1/FAX: 808-463-2256. <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 />ce <br />0 < <br />Lu <br />LLI <br />ADDITION <br />LLI <br />Copyright 2026 <br />Stroh Engineering, P.E. <br />St NW, Ramsey, Minnesota <br />00 <br />Structural Engineer: B STROH <br />Drawn By: JRB <br />Checked By: LL <br />Revisions <br />7/2/26 ISSUE FOR PERMIT <br />FOOTING AND <br />FOUNDAION <br />PLAN <br />Sheet Number <br />Project No. 251003-4 <br />