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H <br />G <br />F <br />E <br />C <br />j STOREFRONT, SEE <br />ARCH <br />I I <br />1-441/4" CONT. AND <br />CL COL / FTG <br />WELDED TO EA C4 <br />C412 a 3'-0" O.G. <br />SEE 1/805.01 FOR BASE <br />ISOLATION JOINT <br />3/16° <br />PLATE AND ANCHOR <br />EMBED PL 3/4"xb"x8" <br />BOLT DTL / SCHED <br />T/5L,45 EL <br />W/ (2) 3/4"0x6" H.S. <br />1i2" EXP JT <br />3,_m„ <br />� T/FTG EL <br />SEE CIVIL <br />4+12" <br />F— <br />III- <br />WWF <br />� <br />• <br />• • • <br />T/SLAB EL <br />_ __________________ <br />DIG POCKET IF READ TO <br />�121 <br />KEEP MIN 3" COVER AT <br />ANCHOR BOLTS <br />205 CONt <br />III•- <br />8" <br />TYPICAL TURNDOWN SLAB <br />3/4" = 1'-O" <br />HS5 Slo25x0315 <br />FILLED W/ CONC <br />1/2" EXP MATL <br />GRADE SUPPORTED SLAB <br />T/PAVEMENT EL <br />ADDL "3 TIE <br />30" DIA CONC FDN <br />REIN W/ 401 VERT <br />AND *3 TIES 612" <br />TYPICAL BOLLARD AT GRADE SUPPORTED SLAB <br />3/4" = 1'-O" <br />E <br />CL <br />ro <br />N <br />,A <br />N <br />O <br />. Z <br />CD <br />O <br />N <br />N <br />O <br />a <br />1 2 3 <br />THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. <br />NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. <br />TYPICAL EXTERIOR STEEL COLUMN FOOTING <br />3/4" = 1'-O" <br />2'-0" 50 CONC PEDESTAL, CL COL / FTG <br />SEE ARCH FOR FINISH WRAP <br />AT CANOPY DIMS <br />1/4" EXP JT MATERIAL GRADE SUPPORTED <br />SLAB, SEE 1/603.00 <br />T/SLAB EL <br />T/i'AVEMENT EL <br />M T/FTG EL <br />804 DOWELS SEE FOOTING SCHEDULE <br />FOR REINF. <br />TYPICAL STEEL DRIVE THRU COLUMN FOOTING <br />3/4" = 1'-0" <br />4 <br />CL OF PIPE <br />�0•13" 214" <br />T/FTG EL <br />PIPE NEAR TOP OF FOOTING <br />ADDL REIN TO <br />z I T/FTG EL MATCH FTG REINF <br />ADDL REIN TO MATCH FTG <br />REINF <br />�X /—FTG REIN <br />FTG REIN <br />2'-0" <br />cn <br />� - z <br />PIPE AT BOTTOM OF FOOTING <br />%612" <br />LL T/FTG EL <br />z <br />F <br />2'-8" <br />NOTE. - <br />VERIFY PIPE PENETRATION <br />LOCATIONS W/ PLUMBING <br />CONTRACTOR <br />- z <br />PIPE UNDER FOOTING <br />2'-8" <br />MEIN <br />TYPICAL THICKENED FOOTING AT UNDERGROUND <br />PIPING <br />3/4" = 1'-O" <br />FOOTING SCHEDULE <br />MARK <br />SIRE (WxLxT) <br />REIN <br />REEMARKS <br />F30 <br />3'-0"x3'-0"x12" <br />3#5 E.W. <br />BOTTOM <br />F40 <br />4'-0"x4'-0"x12" <br />4#5 E.W. <br />BOTTOM <br />F50 <br />5'-0"x5'-0"x12" <br />5#5 <br />BOTTOM <br />F56 <br />5'-6"x5'-6"xi'-1" <br />6#5 <br />BOTTOM <br />F60 <br />6'-0"x6'-0"xi'-3" <br />7#5 <br />TOP & BOTTOM <br />F614 <br />6'-0"x14'-8"x2'-O" <br />6#7 LG #6 912"O.C. SHRT <br />TOP & BOTTOM <br />F618 <br />6'-0"x18'-0"x2'-0" <br />6#7 LONG 18 #6 SHORT <br />TOP & BOTTOM <br />FOOTING SCHEDULE <br />3/4" = 1'-O" <br />SEE ARCH. FOR DETAIL <br />BOND BEAM Wl 205 CONT. <br />%•Ib" O.C. MAX, PROVIDE <br />VERT. BAR • CORNERS AND <br />END OF WALL <br />8" CMU WALL <br />DWL TO MATCH VERT. <br />WALL REINF. <br />ALTERNATE HOOKS <br />GROUT SOLID <br />BELOW GRADE <br />SLAB ON GRADE, <br />SEE CIVIL <br />DOWEL TO MATCH <br />VERT. WALL REINF. <br />ALTERNATE HOOKS <br />415 CONT <br />z <br />T/FTG EL <br />NOTE: SEE ARCH 511E PLAN FOR <br />SCREEN WALL LOCATION <br />SECTION AT DUMPSTER ENCLOSURE <br />3/4" = 1'-O" <br />6 <br />Z ;c' CD <br />C "' o W a <br />w, =M en <br />i <br />N to o4 Lq Wo � <br />•� N hncodN O <br />++ (� < -o M co r- n z <br />V Z o to c j Lj c) <br />V V1 W t o r v <br />d W NN� 0.O�•E <br />o <br />O U d <br />in <br />NN .4 N U <br />N <br />a <br />®®®®®'04®iiiiieef1®®® <br />No 4 :5k <br />STATE F ; <br />�iilillll�%, <br />0) cU <br />C <br />cto <br />co <br />w <br />c0 N CM CN <br />0) !i r <br />cflLno <br />r-cno <br />00 , U <br />AACN <br />T <br />w00�t <br />Vi <br />^ M g <br />L <br />Nc-coo <br />M i <br />O o <br />O <br />,LL <br />p <br />D <br />■ <br />A ♦ <br />m <br />E O O <br />LE <br />N 2 <br />� <br />L <br />ca <br />Q <br />w + <br />a f0 <br />w <br />U�� <br />r� L <br />T � O <br />-c <br />��LL <br />O <br />V <br />N <br />L <br />Q <br />`O <br />CD <br />O <br />C:D <br />LL <br />� <br />m <br />CZ <br />W <br />E <br />E <br />U <br />c <br />L1_ <br />o <br />C5 <br />E <br />C/') <br />E <br />m <br />I <br />CD <br />C.) <br />LL— <br />cf) <br />L <br />J = <br />J = <br />C� <br />N <br />CD N <br />c <br />O <br />d <br />U <br />N <br />N <br />v <br />v <br />W <br />CL <br />�o <br />o� <br />CL <br />H <br />U <br />m <br />N <br />� <br />cD <br />U <br />N <br />W <br />CV <br />� <br />0 <br />5 6 1 7 ' 8 ' 9 ' 10 ' 11 ' 12 ' sheet no. <br />FOUNDATION DETAILS S03 <br />0 1 <br />1 <br />SCALE: AS NOTED 0 1 <br />