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LILL "t 45612" EW, T45 <br />H------------- <br />5 <br />Lu <br />G <br />F <br />E <br />u <br />3 <br />v <br />C <br />C <br />O <br />0 <br />0 <br />0 <br />Mi <br />O <br />i <br />v <br />0 <br />i <br />CD <br />0 <br />r <br />o_ <br />E <br />9>, <br />If <br />o B <br />U <br />U <br />4 <br />U <br />0 <br />a_ <br />L <br />0 <br />a. <br />04 DOWEL AT EA CORNIER AND 618" <br />AROUND PERIMETER OF PAD <br />(CONTRACTOR OPTION -DRILL AND GROUT <br />DOWELS 2" AT 4" SLA85 AND 4" AT 6" SLABS) <br />#4 CONT EA SIDE <br />WWF bx6-WIAX1.4 <br />SNOW 2" CNAI" FER IN <br />DRIVE THRLI ISLAND <br />1/2" ISOLATION <br />JT TYP <br />T/PAVEMENT EL 1 <br />TYPICAL GRADE SUPPORTED SLAB AT CONCRETE PAD <br />3/4" = 1'-O" <br />STANDARD LINTEL SCHEDULE <br />WALL SIZE <br />LINTEL TYPE <br />REMARKS <br />OPENINGS UP TO 6-0" <br />8" BLOCK <br />8"x8" CONC W/ 2#4 T&B <br />8"x8" U-BLOCK W/ 1 #5 T&B <br />STANDARD LINTEL SCHEDULE <br />3/4" = 1'-O" <br />SEE 7/505.01 FOR BASE <br />PLATE AND ANCHOR <br />BOLT DTL / SCHED <br />CL COL/FTG <br />ISOLATION JOINT <br />I T/5LA5 EL <br />TFTG EL <br />DIG POCKET IF READ t0 <br />KEEP MIN 3" COVER AT <br />ANCHOR BOLTS <br />:ONSTRUCTION JT <br />TYPICAL REINFORCEMENT AT SLAB RE-ENTRANT <br />CORNER <br />3/4" = 1'-O" <br />6x6-W2 9xW2 9 WWF <br />TYPICAL 6" THICKENED SLAB <br />3/4" = 1'-0" <br />T/WALL = 8'-1" MAX A.F.G. SEE <br />ARCH <br />CANT. 8 BOND BEAM REINF. <br />W/ 2S CONT. <br />%alb" O.C. AND EACH SIDE OF <br />OPENINGS AND AT CORNERS AND <br />END OF WALLS. <br />FILL ALL REINF. CELLS AND ALL <br />CELLS BELOW GRADE SOLID W/ <br />GROUT <br />STANDARD WEIGHT HORIZ. JOINT <br />REINF. AT 8" BELOW GRADE AND AT <br />16" ABOVE GRADE AND AT 16" O.C. <br />E <br />a <br />N <br />N <br />i A <br />N <br />g <br />TYPICAL INTERIOR STEEL COLUMN FOOTING <br />z <br />3/4" = 1'-O" <br />0 <br />CV <br />cu <br />N <br />f <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 />FINISHED GR,� <br />DOLL TO MA' <br />VERT. WALL q <br />ALTER 4ATE HOC <br />5% CONT <br />NOTE: SEE DETAIL 5/603.00 FOR LINTEL SCHEDULE At OPENINGS <br />MECHANICAL ENCLOSURE WALL SECTION <br />1 VG/ i 3/4" = 1'-0" <br />4 <br />5 <br />SLAB REINF IN TOP 1/3 OF SLAB <br />1/8"A/3 SLAB DEPTH SAW CUT JT <br />CONTRACTION JOINT <br />SLAB REINF IN TOP 1/3 OF SLAB <br />TOOLED JT <br />CONSTRUCTION JOINT <br />NOTE: SAW CUT OR DISCONTINUE <br />REINF AT CONTRACTION JT <br />TYPICAL GRADE SUPPORTED SLAB AT JOINTS <br />3/4" = 1'-O" <br />STOREFRONT, <br />SEE ARCH <br />SEE CIVIL <br />205 CONT <br />0012" <br />WWF <br />2 <br />1 ,iil�l <br />T <br />TYPICAL TURNDOWN SLAB AT CURTAIN WALL <br />3/4" = 1'-0" <br />1`5612" O.C. EACH <br />WAY, TAB <br />TYPICAL 9" THICKENED SLAB <br />In" ISOLATION <br />JT TYP <br />T/SLAB I <br />BASE PLATE BASE PLATE <br />CONTRACTION JT OR CONTRACTION JT OR <br />CONSTRUCTION AtYP A <br />STRUCTION A TYP <br />_ nc <br />`q U <br />ISOLATION JT ISOLATION JT <br />EDGE OF SLAB <br />TYPICAL ISOLATION JOINT AT STEEL COLUMN <br />3/4" = 1'-O" <br />1/2" EXP JT <br />SEE CIVIL <br />TYPICAL TURNDOWN SLAB AT STOREFRONT <br />3/4" = 1'-0" <br />3/16" V <br />3/16" <br />1/2" EXP JT <br />SEE CIVIL <br />GLASS FIN WALL, <br />SEE ARCH <br />CSXIIS CONT <br />CSxIIB 4'-0" O.C. <br />EMBED PL 3/4"X6"AO" <br />W/ (2) 3/4""" H.S. <br />3'_0" <br />51 I I �� <br />I. .I. <br />+4®12" <br />WWF <br />TYPICAL TURNDOWN SLAB AT STOREFRONT WINDOW <br />6 ' 7 ' 8 ' 9 ' 10 <br />°°`0 P H F9 <br />®®� o �v \G E N s <br />o <br />No 6 0 o <br />L <br />STATE F •4� <br />411, <br />0) U <br />C <br />CCD <br />co <br />w <br />'D N N <br />rnctr <br />�Lo <br />�rnV <br />WW/� <br />T <br />00 <br />Vi <br />� <br />M O <br />� <br />L <br />M 0 <br />O i <br />@ LL O <br />'O <br />N <br />p U C <br />■ <br />LL <br />Ia m <br />A♦ <br />E O V <br />�E�_ <br />W <br />co <br />F <br />a).0 <br />06 <br />a) <br />r./ <br />9 <br />L <br />Va <br />f0 <br />U�� <br />T <br />'tU� <br />O <br />U <br />Nry <br />L <br />a <br />tO <br />aA <br />o <br />O <br />O <br />� <br />I <br />Q0 <br />m <br />w <br />E <br />E <br />U <br />= <br />O <br />Q <br />co <br />��----�� <br />C ) <br />Q <br />E <br />E <br />U <br />W <br />' <br />C/) <br />Q::� <br />Q J_ <br />m 1� <br />c <br />J = <br />E/') <br />f_J <br />C-D r_lj <br />O <br />d <br />•U <br />cn <br />-n <br />v <br />W <br />a <br />o <br />O <br />L- <br />e <br />H <br />_ <br />M <br />�m <br />CO <br />U <br />a� <br />W <br />O <br />� <br />N <br />O <br />11 ' 12 ' sheet no. <br />FOUNDATION DETAILS S03.00 <br />SCALE: AS NOTED <br />