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Z <br />w <br />1� <br />1 <br />MAX. FOOTING STEP <br />SHALL BE 2'-0" <br />A FOUNDATION DETAIL <br />SCALE:3/4"=1'-0" <br />REF: <br />DnN�e�ax iD�% <br />FOUNDATION DETAIL <br />SCALE:3/4'4-T <br />7REF: <br />DerNls s�w%m m <br />2" <br />y-- i <br />PLAN VIEW <br />W.W.F. REF: PLANS <br />s • • <br />3°'CLR REF. PLANS <br />COV (TYP) -— <br />FOUNDATION DETAIL <br />SCALE:314"44' <br />REF: <br />DEIMLD_YLUU89S' <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 />�TYP. <br />8X8X1/4" EMBEDED PLATE W/ (2) 3/8" <br />HEADED STUD CENTERED ON PL. <br />REF: PLANS FOR SIZE, DEPTH & REINF. <br />REQ'D IN FTG.'S <br />C.J. <br />oao <br />U <br />FOUNDATION DETAIL <br />SCALE:3/4'=1'4" <br />2REF: <br />DnNlx� It%mm <br />y" ISOLATION JOINT <br />PER ARCH DRAWINGS <br />2ND POUR, SIZE TO CLR. <br />BASE PLATE AND BRACING <br />(WHERE BRACING OCCURS) <br />C.J. <br />NOTES: <br />S5019 <br />-ANCHOR BOLT EMBEDMENT LENGTH TO <br />BE FTG THICKNESS-4" <br />-SECOND POUR NOT SHOWN FOR <br />CL <br />CLARITY <br />-SEE COLUMN AND BASE PLATE <br />SCHEDULE FOR SPECIFICS <br />I I <br />STL. COL., REF: PLANS <br />I I <br />ANY PORTION OF STRUCTURAL <br />STL. BELOW FINISHED FLOOR <br />l l <br />MUST TO BE COATED WITH AN <br />1/4" <br />ASPHALTIC BASED CORROSION <br />RESISTANCE COATING UPON <br />l <br />INSTALLATION. <br />II <br />NON -SHRINK GROUT, 1 1/2" MAX <br />FOUNDATION DETAIL <br />SCALE:3/4"=1'-0" <br />8REF: <br />ETNLCJM1>,I® % <br />FOUNDATION DETAIL <br />SCALE:1/2"=1'-0" <br />14REF: <br />DErN.x_s=DeyiNa%I�% <br />REF: PLANS & FTG, SCH. FOR SIZE, DEPTH <br />& REINF. REQ'D IN FTG.'S <br />EXPANSION JOINT MATERIAL, <br />REF: ARCHITECTURAL DWGS. <br />x X� �X X <br />Expansion Joint <br />TYP. "E.J " <br />PRE-FAB GALV. METAL KEYWAY <br />x X� �X X X <br />Construction Joint <br />OCCURS ONLY @ "C.J" LOCATIONS BTW. POURS <br />1/8 TO 3116 WIDE X 1" DEEP GROOVE WI SAW CUTS TO BE MADE WITHIN 24 HOURS <br />HIGH TRAFFIC SEALANT FILER OF POUR, WWF SHALL BE CONTINUOUS @ <br />3 ALL C.J.S. U.O.N. ON PLANS <br />X X X X X X WWI <br />a <br />FOUNDATION DETAIL <br />SCALE:314"=V-0" <br />3REF: <br />DEfaLCj"R ISIDyyI <br />EQ. EQ. <br />1.5 X BOLT DIA., <br />MIN. TYP <br />c� <br />w <br />d <br />w <br />BASE PLATE DETAIL <br />SCALE:11/74-0' <br />9 REF: <br />OEfNISYR0.311"B_% <br />HSS COL., REF: PLANS <br />BASE PL„ REF: PLANS <br />ANCHOR BOLT, REF: PLANS <br />RA PAPA G) 17" (1 (` <br />8" <br />ALTERNATE CONSTRUCTION JOINT <br />TYP. "AJ." <br />FOUNDATION DETAIL <br />SCALE:3/4"=1'-0" <br />4REF: <br />DEINlL381r I"1"AI <br />NOTES: <br />- ANCHOR BOLT EMBEDMENT LENGTH TO <br />BE FTG THICKNESS-4" <br />- SECOND POUR NOT SHOWN FOR <br />CLARITY <br />S501-1111 SEE COLUMN AND BASE PLATE <br />v SCHEDULE FOR SPECIFICS. <br />CONC. COL., REF: PLANS <br />STL. COL., REF: PLANS <br />(2) 3/8" STL. GUSSET <br />PLS. <br />III <br />1/4" <br />ill <br />1 NON -SHRINK GROUT, 1 1/2" MAX <br />l < <br />REF: PLANS & FTG. SCH. FOR SIZE, DEPTH <br />& REINF. REQ'D IN FIG.'S <br />FOUNDATION DETAIL <br />SCALE:3W=1'-0" <br />10 REF: <br />Era�x_xm��%aa% <br />REF.PLANS REF. PLANS RER PLANS RER PLANS REF -PLANS <br />FL. COL., REF: PLANS <br />• <br />"T.E." TYP <br />FOUNDATION DETAIL <br />SCALE:3/4'=1'-0" <br />5REF: <br />DEiNL9DjN_I"1" % <br />1.5 X BOLT DIA., <br />MIN. TYP <br />cu <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 />INSTALLATION11 <br />SCALE:11/2"=1'-0" <br />REF: <br />e DErNLAR0.6�% <br />)JACENT BUILDING; <br />MUST COORDINATE Wl <br />)JACENT BUILDING <br />ONSTRUCTION <br />FOUNDATION DETAIL <br />SCALE:3/4"=1'-0" <br />6REF: <br />OEiN��I"H%JI <br />FOUNDATION DETAIL <br />SCALE:3/4"=1'-0" <br />12REF: <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 />Y" TOY16' WIDE X 1" DEEP GROOVE W/ HIGH <br />TRAFFIC SEALANT FILLER <br />W.W.F <br />(1) 9 CONT. <br />VERT. REINF. REF: PLANS <br />BUILDING; <br />OORDINATE W/ <br />BUILDING <br />.TION <br />FDN.PLANS <br />'vH VERT. REINF. REF: PLANS <br />rxr-r. FTG. SCH. FOR SIZE, DEPTH <br />& REINF. REQ'D IN FIG.'S <br />Q <br />0 <br />rIEA <br />U <br />Ed <br />p <br />8 <br />iw <br />>o E <br />•mow <br />o <br />do0 <br />FS <br />cd U <br />� I <br />Dn v 3 <br />U <br />r- <br />U <br />0 <br />Q_ <br />0 <br />V <br />(� (D 00 <br />UcuQ <br />co N' <br />"L VM CI <br />^ ♦ cN _j .O <br />W <br />a � <br />E�N`� <br />Q <br />aa� <br />.�N E > <br />0—m c�U <br />c7HU), <br />z <br />U <br />0 <br />E <br />E <br />0 <br />(1) co <br />N <br />� ® , <br />od ` � , <br />z <br />0-� >% O <br />U <br />U) Q c i <br />w <br />O a)m <br />�YNa <br />a <br />< <br />LLj <br />w <br />w <br />H <br />0 <br />w w LL <br />x <br />m <br />z <br />O <br />z <br />cU)ia <br />O <br />m <br />> <br />ccn <br />�= <br />w <br />w <br />m <br />z <br />a -I <br />00l <br />ml <br />O <br />O <br />VV <br />W <br />m <br />Lo <br />u') <br />Q'�I <br />�I <br />W <br />w <br />O <br />O <br />O <br />5�I <br />W <br />N <br />N <br />N <br />O <br />co <br />Z <br />o <br />O <br />uj <br />cljo <br />N <br />o <br />Z <br />� <br />m <br />O <br />Fw- <br />Qom' <br />W <br />S501 <br />