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i <br />i J <br />IF <br />48' BAR DIA., TYP <br />48' BAR DIA, TYP <br />11 L <br />1 <br />MAX. FOOTING STEP <br />SHALL BE 2'-0" <br />FOUNDATION DETAIL <br />SCALE:3/4`-1'-V <br />REF: <br />CfT"NMJHi.-�," <br />co <br />ii <br />w <br />cn <br />a <br />u: <br />w <br />COV (TYP) 0.1 <br />FOUNDATION DETAIL <br />SCALE:314'=1'-0' <br />7REF: <br />orrN"cyas.ea".m <br />2" <br />PLAN VIEW <br />r- W.W.F. REF: PLANS <br />AL <br />3"CLR REF. PLANS <br />COV (TYP) <br />04 7 FOUNDATION DETAIL <br />I SCALE:3/4'=1'-0' <br />REF: <br />TYP. SLAB, REF: FDN. PLANS <br />8" CMU. <br />DWL.S TO MATCH VERT. REINF. REF: PLANS <br />REF: PLANS & FTG. SCH. FOR SIZE, DEPTH <br />& REINF. REQ'D IN FTG.'S <br />8X8X114" EMBEDED PLATE W/ (2) 318' <br />HEADED STUD CENTERED ON PL. <br />REF: PLANS FOR SIZE, DEPTH & REINF. <br />REQ'D IN FIG.'S <br />�; " ISOLATION JOINT <br />F: ARCH DRAWINGS <br />2ND POUR, SIZE TO CLR. <br />BASE PLATE AND BRACING <br />IX (WHERE BRACING OCCURS) <br />C.J. <br />FOUNDATION DETAIL <br />SCALE:3/4'=1'-V <br />2REF: <br />DA"IIY."m-ie0myn <br />1/4" <br />S501-9 <br />NOTES: <br />-ANCHOR BOLT EMBEDMENT LENGTH TO <br />BE FTG THICKNESS-4' <br />-SECOND POUR NOT SHOWN FOR <br />CLARITY <br />-SEE COLUMN AND BASE PLATE <br />SCHEDULE FOR SPECIFICS <br />STL. COL., REF: PLANS <br />ANY PORTION OF STRUCTURAL <br />STL. BELOW FINISHED FLOOR <br />MUST TO BE COATED WITH AN <br />ASPHALTIC BASED CORROSION <br />RESISTANCE COATING UPON <br />INSTALLATION. <br />NON -SHRINK GROUT, 1 1/2' MAX <br />4� <br />REF: PLANS & FTG. SCH, FOR SIZE, DEPTH <br />& REINF. REQ'D IN FIG.'S <br />FOUNDATION DETAIL <br />SCALE:3/4'=1'-0' <br />8REF: <br />otnnzy5ml <br />FOUNDATION DETAIL <br />SCALE:112'=1'-0" <br />14REF: <br />EXPANSION JOINT MATERIAL, <br />REF: ARCHITECTURAL DWGS. <br />X X --, <br />X X <br />Expansion Joint <br />TYP.'E.J.' <br />PRE-FAB GALV. METAL KEYWAY <br />X X� <br />�X X X <br />Construction Joint <br />OCCURS ONLY @ -C.J.' LOCATIONS BTW. POURS <br />118 TO 3116 WIDE X V DEEP GROOVE W/ SAW CUTS TO BE MADE WITHIN 24 HOURS <br />HIGH TRAFFIC SEALANT FILER OF POUR, WWF SHALL BE CONTINUOUS <br />ALL C.J.S. U.O.N. ON PLANS <br />X X X X X X <br />Lg <br />a <br />FOUNDATION DETAIL <br />SCALE:314`1'-0' <br />3REF: <br />meT.mt3d-,"mr <br />4 <br />EQ. EQ. <br />1.5 X BOLT DIA., <br />MIN. TYP <br />HSS COL., REF: PLANS <br />BASE PL., REF: PLANS <br />ANCHOR BOLT, REF: PLANS <br />BASE PLATE DETAIL <br />SCALER 112'=1'-0' <br />9 REF: <br />mnxu-nnn.r <br />4A e n De fA 4 o■ n r <br />8" I <br />ALTERNATE CONSTRUCTION JOINT <br />TYP.'AJ.' <br />FOUNDATION DETAIL <br />SCALE:314P=1'-0' <br />4REF: <br />sfrasnn.� m <br />S501-11 <br />FOUNDATION DETAIL <br />SCALE:3W--1 -V <br />10 REF: <br />mn"ns.mc.a." <br />RFF PLANS REF. PLANS REF. PLANS REF. PLANS REF. PLANS <br />NOTES: <br />- AN HOR BOLT EMBEDMENT LENGTH TO <br />BE FTG THICKNESS' <br />- SECOND POUR NOT SHOWN FOR <br />CLARITY <br />SEE COLUMN AND BASE PLATE <br />SCHEDULE FOR SPECIFICS. <br />- CONC. COL., REF: PLANS <br />- STL. COL., REF: PLANS <br />- (2) 3/8' STL. GUSSET <br />PLS. <br />1/4' <br />- NON -SHRINK GROUT, 1 1/2- MAX <br />rL. COL., REF: PLANS <br />REF: PLANS & FTG. SCH. FOR SIZE, DEPTH <br />& REINF. REQ'D IN FTG.'S <br />• <br />"T.E." WP <br />FOUNDATION DETAIL <br />SCALE:314'=1'-V <br />5REF: <br />mnru� mmr <br />1.5 X BOLT DIA., <br />MIN. TYP <br />a <br />w <br />d <br />w <br />EQ. �_ EQ. <br />W.W.F. REF: PLANS <br />(2) #5 CONT. <br />BASE PL., REF: PLANS <br />HSS COL., REF: PLANS <br />ANCHOR BOLT, REF: PLANS <br />(2) 3/8" GUSSET PLATE <br />ANY PORTION OF STRUCTURAL STL. <br />BELOW FINISHED FLOOR MUST TO BE <br />COATED WITH AN ASPHALTIC BASED <br />CORROSION RESISTANCE COATING UPON ECCENTRIC BASE PLATE DETAIL <br />INSTALLATION <br />DJACENT BUILDING; <br />C MUST COORDINATE W/ <br />DJACENT BUILDING <br />ONSTRUCTION <br />^ I I REF: <br />__A <br />#5 @ 12' O.C. E.W., <br />REINF. AT FACE OF WALL <br />TRUCK DOCK SLAB <br />REF: PLANS & FTG. SCH. FOR <br />SIZE, DEPTH & REINF. REQ'D IN <br />FTG.'S <br />FOUNDATION DETAIL <br />SCALE:1/2'=1'4r <br />REF• <br />1_4" <br />3" CLR SIZE <br />COV (TYP) <br />FOUNDATION DETAIL <br />SCALE:314'=1'-0' <br />6REF: <br />LfiAVE-I"9 WOMlI <br />i <br />REF. PLANS <br />FOUNDATION DETAIL <br />SCALE:314'=1'4r <br />12REF: <br />mnwssmeVmmem m <br />GROUTED VERT. CELL, REF: FOUNDATION <br />PLANS <br />OPENING/RE-ENTRANT CORNER, <br />TYP. PROVIDE (2) #4 REBAR X 4'-0' <br />LONG AT MID -HEIGHT OF SLAB AS <br />SHOWN <br />X' TOYs' WIDE X 1' DEEP GROOVE W/ HIGH <br />TRAFFIC SEALANT FILLER <br />W.W.F <br />(1) #5 CONT. <br />VERT, REINF. REF: PLANS <br />ADJACENT BUILDING; <br />GC MUST COORDINATE W/ <br />ADJACENT BUILDING <br />CONSTRUCTION <br />8' CMU. <br />TYP. SLAB, REF: FDN. PLANS <br />ii <br />Lu <br />DWL.S T D MATCH VERT. REINF. REF: PLANS <br />-- N <br />a <br />i� <br />w <br />3" CLR <br />COV (TYP) <br />REF: PLANS & FTG. SCH. FOR SIZE, DEPTH <br />& REINF. REQ'D IN FTG.'S <br />REF. MFR. DRAWINGS FOR <br />SCISSOR LIFT AND ATTACHMENTS <br />TO CONC. SLAB. <br />CONT. 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