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NOTE: PROVIDE FORMED JT. EDGES <br />OF LANE POURS. PROVIDE SAWCUT INTERIOR SLABS - SAWCUT AFTER <br />JT. TRANSVERSE TO LANE ADJACENT SLAB IS POURED. <br /> <br /> END OF POUR ~ EXl~RlOR SLABS - TOOL JOINT. <br /> 1/8" <br /> <br /> -- --~- /2" DIA. SMOOTH DWLS ~ 18" D.C. <br /> x 18' LONG w/2-~4 SUPPORT BARS <br /> AND CHNRS, CENTER ON JOINT. GREASE <br /> FULL LENGTH, PLACE PERPENDICULAR <br /> TO JT, & HORIZ. TO F1NISH SURFACE. <br /> <br /> SEE SPECIFICATIONS FOR <br />VAPOR BARRIE]~ REQUIREMENTS I <br /> <br />SLAB JOINTS SHALL BE WET CLFF <br />IN GREEN CONCRETE6 TO 8 <br />HOURS AFTER PLACEMENT. <br /> <br />'I'~SLAB CONSTRUCTION JOINT <br /> <br />SLAB JOINTS SHN. L BE WET Cb~ <br />IN GREEN CONCRETE 6 TO 8 <br />HOURS AFTER PLACEMENT, <br /> <br /> SEE SPECIFICATIONS FOR <br />VAPOR BARRI~ REQUIREMENTS <br /> <br />'2'x~SLAB CONTROL JOINT <br /> <br />CONCRETE WALLS: H: 2'--0" MAX. <br />MASONRY WALLS: h : 8" OR 1 '-4" <br /> <br />2H <br /> <br />FOOTING ,,~ <br /> <br /> z ~ ~ PIPE - SEE; MECH. ~ <br /> <br />AIL 15/~3. LEAN CONCRETE F'c=2000 PSI FILL ~ <br /> OR COWPACTED 3/4" ROC~ BELOW <br /> F1DOllNG. EXTEND BEYOND FOOTING <br /> EDGE HORIZONTAL SAME DISTANCE <br /> <br /> MECHANICAL I~D4CH. <br /> <br />P2 <br /> <br />V <br /> <br />BASE PLATE <br /> <br />4-3/4"# A. <br />_~l~OF PI.Alii F1 <br /> '-~ ~,.) / <br /> <br /> 3/4"x12"xl 2" w <br /> 4-3/4"~ A. <br /> BOT. OF PLAII~ EL <br /> ~(-10'-2 InI') <br /> <br />D <br /> <br />~KEN S <br />SEE DET I <br /> <br />52'-0" <br /> <br /> x 1'-0" <br /> w/"2-~/5 CONT. BOT. <br /> TYP. U.N.O. <br /> P1 <br /> (-m'-o,') <br /> <br /> xC ~FP. BASE PL. U.N.O. X ~ <br /> ./ '~/ ',.. 3/¢"x11"x11" w/ ~/ / ~ <br /> ~ ~ / 4-$/4"~ A. BOLTS / ~ ~, <br /> /, , -- BOT. OF PLATE El- ~,. ~" . / <br /> / ay x (-lO'-2 ~n") /V'q <br /> <br />1"x13"x13" */ ~ ~ <br />~LTS / ~./' ~ C.~ <br />,BOT. OF PLATE EL ~, /~ / <br />(-10'-2 1/2")/ /y",~ · STAIR I-~NDtNG <br /> SEE DET. 6/34. <br /> <br />BASE PLATE <br /> d 2"x12" w/ <br /> BO[PS <br /> <br />INT. FTG'$. <br /> I ~. U.N.O. <br /> <br />P2 <br /> <br />(-6'-0"] <br /> <br /> PIER SCHEDULE <br />MARK SIZE MATERIN_~mcAL <br /> RE~IC0RCIND TIES <br />Pl 16" x 16" M~ONEY 8-~5 1~2 ~ B" D.c. <br />P2 14" x 16" MASONRY 8-~5 ~2 · R" o.c. <br />P3 12" ~ i6" MASONRY 8-)15 t2 · 8" D.C. <br /> <br />NOTES: <br />1. PROVIDE DOWELS FROM Fig. TO PIER. klATCH VFRTICAL REINFORCING <br /> SIZE )~ND QUNYTffY. PROVIDE 4n B~R DIA. LAP. <br />2. ~]ES SHAll BE 3/4" CL~ FROM INSIDE OF BLOCK FACESHELL. <br />3. PROVlDE 3 ADD'L TIES ~ 2" o.c. ~ TOP OF PIER. <br />4. TIES SHALL BE PROVIDED 3 PER SET THUS: <br /> <br />w,/'2-~5 CONT. ROT. <br />~ RA~p. SEE ARCH. <br />FOR DIM'S AND SbN3 <br />CONTROL JOINTS. <br /> <br />ETG. ,Y-O" x 1'-0" <br /> <br /> WALL. <br />SEE ARCH. FOR DIU'S <br />AND SLAB CONII~OL JOINTS. <br /> <br />WAY <br /> <br /> FOOTING SCHEDULE <br /> MARK SIZE REINF <br /> <br /> A 7'--0" X 7'--0" X 1'--7" 8-~6 EA. WAY <br /> B 5'-6" x 5'-6" x 1'-2" 7-t5 EA. <br /> C 5'-0" x 5'-0" x 1'-1" 6-~5 EA. WAY <br /> D 4'-o" x ~'-0" x 1'-0" 5-~5 EA. WAY <br /> <br />tF 3'-0" x 3'-0" x 1'-0" 4-~5 EA. WAY <br /> <br />FOUNDATION PLAN <br /> <br />1/8" m 1'-0" <br /> <br />NOTES: <br /> <br />1. <br /> ~FERENCE ELEVA]]ON (+0) EQUALS ELEYAI~ON 100'-0" TOP OF P.C. PLANK. <br /> EE PLANS FOR I~LEVATIONS NOTED (-) FROM REFERENCE. <br />2. FOOTING ELEVA~ONS GM~N TO TOP OF FOOTING AND NOTED [-) FROM REFERENCE. <br />5. FOO~]NGS ARE CENTERED ON WALLS AND COLUMNS. U.N.O. <br />4. U.N.O. DENOTES UNLESS NOTED OTHERWISE. <br /> <br />5. DOT ON PLAN INDICA~[S ~5 VERTICAL WALL REINFORCING. <br />6. AT STNR OPENING, PROVIDE HOR1Z, BOND 8~dS w/ <br /> 2-Is CO~. AT [L~V^aoNS (-a'-~") & (-S'-S"). <br /> EXTEND 1 '-0" MiN. BEYOND P.C. OPENING. <br /> <br />Tushi¢ <br />Montgom¢ry <br />ssociatcs <br /> Inc. <br /> <br />3300 Edlnborough ~ay, ~1 <br />· ~lnneapolis, ~nne$ot~ 554~5 <br />612-830-8208 fex 850--8215 <br /> <br />Neleon-lhu:lJe & ~ssoein~s <br />Coar, dUag <br /> <br />J5'70 Uaiweraity Ave. Went <br />S~te 140 <br />St. Pm~I, ~ 55114 <br />617~2,100 <br />et~/847-4tP, o (~) <br /> <br />Drown By DUO.RL~ <br /> <br />Project Engineer DWO <br /> <br />Checked By <br /> <br />Date 2/1 ¢/9 7 <br /> <br />CITY REVIEW <br />NOT FOR CONSTRUCTION <br /> <br />'4"~PIPE TRENCH AT FOUNDATION WALL (CONTRACTORS OPTION) <br /> <br /> <br />