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REVISIONS isy <br />FILL JOINT WITH <br />LIQUID SEALER ■ <br />W.WF. <br />(SEE PLAN) _ <br />Q <br />!L X—X—x—X � 7[—%- <br />G J( <br />CW �j�\ .■\ ■■ <br />WELL COMPACTED SOIL <br />3/16" <br />SAW CUT JOINT WITHIN 12 HRS. <br />MAX. OF CONCRETE PLACEMENT <br />X—X,X—X—x—X—x—x---r <br /><7 <br />CUT ALTERNATE WIRES <br />ALONG SAWCUT LINE <br />Q 1 1/211 <br />p- W.W.F. <br />LI.U(SEE PLAN) KEYWAY TO BE USED BY <br />W CONTRACTOR BETWEEN POURS <br />—x—x—x—.�-1,—x x—xx-x—x—x—x—x <br />/\ ■ <br />WELL <br />COMPACTED <br />SOIL <br />NEW SLAB <br />ON GRADE <br />(SEE PLAN) <br />W.W.F. <br />(SEE PLAN) <br />d <br />0. X_X, 7,c/—x—x x— <br />Lu <br />c■ �G \■■ <br />WELL <br />COMPACTED <br />SOIL <br />(1) 05 CONT. <br />1/2" EXPANSION <br />JOINT MATERIAL <br />EXISTING SLAB <br />ON GRADE <br />all <br />v <br />DRILL 4 EPDXY <br />04 x 2'-0" a 16" oz. <br />iz" EXPANSION SECOND POUR <br />JOINT MATERIAL <br />r— — — — — — — — — — — — — — — — <br />I <br />I <br />I <br />I <br />I I <br />I SAW CUT <br />JOINT (TYP.) <br />I <br />I <br />I <br />vD, <br />irv� <br />I <br />I <br />L— — — — — — — — — <br />HSS COLUMN <br />(SEE PLAN) <br />31/2" 31/2" <br />1 1/2 A 1 1/2" <br />BASE iE 3/4" X 10" X 10" <br />w/ (4) 3/4" 0 ANCHOR <br />cn RODS F1554-GR 36 ON <br />2" NON -SHRINK GROUT <br />w/ LEVELING NUTS <br />m <br />HSS COLUMN <br />SLAB ON <br />(SEE PLAN) <br />GRADE <br />(SEE PLAN) <br />I <br />SECOND POUR <br />SEE PLAN <br />V" EXPANSION <br />TOP OF <br />JOINT MATERIAL <br />SLAB <br />,_x—X., [> X.=X—X—x. . <br />. <br />V j <br />SEE PLAN OIL <br />TOP OF <br />n <br />FTG. <br />c IIP II " <br />U <br />3" CLR <br />SEE FTG. PLAN FOR <br />SIZE AND REINF. <br />WELL COMPACTED <br />I£y8"x3"x3" <br />SOIL <br />(TYP.) <br />101 DETAIL „ 2 DETAIL „ ■ DETAIL „ O DETAIL, ■ DETAIL , <br />SCALE: I - 1'-0" O SCALE: I = 1'-0" SCALE: I = 1'-0" SCALE: 3/4 = 1 -0 SCALE: /4 - 1 -0 <br />BASE fR Y4" x 12" x 1211 <br />w/ (4) 3/4" 0 ANCHOR <br />RODS 1=I554-GR 36 ON <br />2" NON -SHRINK GROUT <br />w/ LEVELING NUTS <br />HSS COLUMN <br />SLAB ON <br />(SEE PLAN) <br />GRADE <br />(SEE PLAN)� <br />SECOND POUR <br />E DP R <br />SEE PLAN <br />V' EXPANSION <br />TOP OF <br />JOINT MATERIAL <br />SLAB <br />r <br />�x—x. x-r-x-x—x <br />r <br />r <br />y <br />,.r., <br />I <br />.1 <br />SEE PLAN <br />TOP OF <br />4 <br />c �� <br />FTG. <br />II II <br />U <br />3" CLR <br />SEE FTG. PLAN FOR <br />SIZE AND REINF. <br />WELL COMPACTED <br />P ys " x 3" x 3° <br />SOIL <br />(TYP.) <br />■� DETAIL <br />SCALE: 3/4" = 1'-0" <br />STANDARD 90' TIE -BEAM <br />ACI HOOK (TYP.) (SEE PLAN <br />FOR RE INF.) <br />I <br />O [1 <br />ULu <br />EXISTING <br />CONC./T I E - BEAM <br />Z <br />(FIELD VERIFY) <br />�_ <br />X <br />w <br />DRILL 4 EPDXY <br />EXISTING <br />VERT. CMU REINF. <br />CMU/CONC. <br />INTO EXIST. CMU/ <br />WALL <br />CONC. w/ 12 " MIN. <br />EMBEDMENT <br />11 <br />DETAIL <br />SCALE: N.T.S. <br />8" CMU WALL <br />(SEE PLAN FOR <br />REINFORCEMENT) <br />V" EXPANSION <br />JOINT MATERIAL <br />SLAB ON GRADE <br />(SEE PLAN) <br />SEE PLAN <br />TOP OF <br />SLAB <br />x-X-x-X�x4.X x- <br />WELL <br />- <br />COMPACTED <br />SOIL <br />GROUT ALL CELLS <br />- <br />SOLID BELOW <br />' <br />GRADE <br />) <br />lL <br />12 DETAIL <br />SCALE: 3/411 = 1'-0" <br />h <br />8" <br />w <br />U <br />N <br />EXTERIOR CONCRETE <br />WALK (SEE ARCH. 4 <br />CIVIL DWGS. FOR <br />STEP SLOPE 4 REINF.) <br />SEE PLAN OL <br />TOP OF <br />FTG. <br />SEE FTG. SCHEDULE <br />FOR SIZE AND REINF. <br />V' EXPANSION <br />JOINT MATERIAL <br />(1) 05 CONT. — <br />SLAB ON GRADE <br />(SEE PLAN) ■ <br />SLAB al <br />a <br />x-x x <br />WELL <br />- <br />COMPACTED <br />SOIL <br />GROUT ALL CELLS <br />- <br />SOLID BELOW <br />' <br />GRADE <br />J <br />M <br />■� DETAIL <br />SCALE: 3/4" = 1'-0" <br />13 DETAIL <br />SCALE: 3/4'1 = 1'-0" <br />l <br />3" CLR <br />EXTERIOR <br />INTERIOR <br />STOREFRONT <br />(SEE ARCH. DWGS.) <br />EXTERIOR CONCRETE <br />WALK (SEE ARCH. 4 <br />ua CIVIL DWGS. FOR <br />cL j STEP, SLOPE 4 REINF.) <br />�x — x— x— x— x— x <br />SEE PLAN OIL <br />TOP OF <br />FTG. <br />SEE FTG. SCHEDULE <br />FOR 51ZE AND REINF. <br />•ice���!.► �► 11Z4 _•ice► =I��- <br />CMU WALL <br />kz" EXPANSION <br />JOINT MATERIAL <br />(1) 05 CONT. <br />EXISTING CMU WALL <br />(FIELD VERIFY) <br />SLAB ON GRADE <br />(SEE PLAN) <br />SEE PLAN <br />:z: EXISTING SLAB <br />TOP OF <br />ON GRADE <br />(FIELD VERIFY) <br />SLAB <br />X4-x-x�X-x'x <br />!Y <br />WELL <br />U <br />SEE PLAN <br />COMPACTED <br />OL <br />TOP OF <br />SOIL <br />EXIST. FTG. <br />EXISTING FOOTING <br />(FIELD VERIFY) <br />■I DETAIL <br />SCALE: 3/4" I'-0" <br />DRILL 4 EPDXY (1) *3 6 16" or-. <br />HORIZ. REINF. INTO EXISTING CMU <br />WALL (TYP.) w/ MIN EMBED. 6" <br />NEW CMU WALL _ <br />SEE FTG. SCHEDULE <br />FOR SIZE AND REINF. <br />DRILL 4 EPDXY <br />(3) 05 x 2'-8" <br />10 I DETAIL <br />SCALE: 3/4" = P-0" <br />L INTEL SCHEDULE <br />MARK <br />WIDTH <br />TOTAL <br />DEPTH <br />• OF K.O. <br />BLOMS <br />K.O. <br />REINR <br />TYPE <br />REM�4RK$ <br />L -1 <br />8" <br />811 <br />- <br />- <br />A <br />PRECAST <br />L-2 <br />8" <br />16" <br />1 <br />(1) "5 <br />B <br />PRECAST <br />1. LINTEL MIN. BEARING SHALL BE 8" ON EACH END, <br />2. PRECAST 1 PRESTRESSED CONCRETE LINTELS SHALL BE <br />NOTCHED AT EACH END TO ACCOMMODATE VERTICAL CELL <br />REINFORCING AND GROUTING. <br />3. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING FILLED <br />LINTELS AS REQUIRED. <br />4. PROVIDE (1) KNOCK -OUT BLOCK w/ (1) 05 MIN. SILL BEAM BELOW <br />OPENINGS U.N.O. ON DWGS. <br />1� DETAIL <br />SCALE: N.T.S. <br />EXISTING CMU WALL <br />EXISTING FOOTING <br />(FIELD VERIFY) <br />8" PRECAST / PRESTRESSED <br />LINTEL w/ (1) 05 FULLY GROUTED <br />1L <br />SEE ARCH_ w <br />BOT. OF <br />_' L�l <br />LINTEL IDTH <br />TYPE "All <br />KO. BLOCKS FULLY GROUTED <br />(SEE SCHEDULE FOR REINF.) <br />8" PRECAST 1 PRESTRESSED <br />_ <br />4 <br />LINTEL w/ (1) 05 FULLY GROUTED <br />SEE ARCH. <br />•' ` j •' <br />BOT. OF <br />LINTEL <br />IDTH <br />TYPE PE 11511 <br />SEAL <br />r f� <br />MOUCHIR S. CHENOUDA <br />PE # 69180 <br />�Nu1 <br />W in0M <br />LOCO <br />Moo <br />-4U <br />J W <br />V x <br />" � <br />JoeN uJ <br />> v <br />J <br />W m <br />> U,00 v <br />oo6 <br />Z M cd <br />sLLJ am <br />u <br />00 00 <br />UJ <br />'V r <br />F <br />U <br />II. <br />ZW <br />LJH <br />'0 U W a <br />oJVmv <br />va �� <br />o UWnU; <br />� La < <br />L <br />=vQ~� aai <br />.� L? N <br />L.L.L. <br />Date: 06. 12. 12 <br />Scale: AS NOTED <br />Project Mgr: MSC <br />Drawn: <br />Job: 10-61 <br />Sheet <br />S4a <br />