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CONSTRUCTION JOINT TO BE USED O EXTERIOR - - • LJ AT CONTRACTOR'S OPTION At ANY CONTROL JOINT LOCATION 1 1/2" IIL INTERIOR (I) +'5 TRANS. _ _ ` _ PRIMARY BARS.7 MASONRY WALL. PLAN VIEW (2) *3 x 2' I� A- --�A �---- _ _ _ _ �-- J1 JI - - - -- 1 ONCRETE FOOTIN iv OR THICKENED SLAB REFER t0 PLAN. MID -DEPTH OF SLAB AT OPENING/RE-ENTRANT CORNER TYP. jj�'�Ej�IOR EXTERIOR _-- I EDGE 1/2" ISOLATION JOINT VERT REINF. —DOOR/WINDOW CJi�l57 UGt€C3N JOINT PETAL - "---- , ----- --- --- - L----- - - - - - �- - - - r I I I I I I �i i II I II W UJF. w REFER t0 PLAN. HORIZONTAL JOINT REINFORCING At 16" O.G. 1/2" ISOLATION JOINT EACH • z I SEE PLAN - 3/1ro�" SAW -CUT JOINT CUT I I I i I� T (1) Wo CONT. SIDE W.WF. al Z TOP/S A ! FILL JOINT Wltl•, LIQUID SEALER 3 AS SOON A3 POSSIBLE � AFTER TROWELLING 1 I - -- -- X 1-- m 0 I — I4-- — I,— — - 1 it � I — •� � ,� O 1/4 THICKNE55 OF SLAB Z • : � d • I � "' I I L � GROUT ALL CELLS 50LfD BELOW SLAB - F ! -�- — — — — �"' T YP. w `� -� �� TOP/SLA -- I'=1=1 III @ --- - - - - Ilk _ .1 1 30 BARS `,' ' LAP SPICE TYP. 0- ------ - 30 BAR � LAP 30 BAR LAP Lu MATCH SIZE AND 2'-1 MIN. 2'-0" MIN. • `n - SPACING OF FOOTING - O ~ Z REINFORCING. 1 CORNER SPLICE BARS t0 BE SAME 51ZE AND QUANTITY AS NOTES: CUT EVERY OTHER WIRE AT JOINT. f� 4 STD ACI 90' HOOK 1 -- ' PRIMARY BARS. REFER TO FOUNDATION PLAN/ 11 U 3 CLR. • • • GROUT ALL CELLS SOLID I. GUT SLAB AS SOON AS .AGGREGATE DOES NOT DISLODGE W (k - 1 I-== 1'-0" FOOtINCx SCHEDULE. BELOW SLAB, (MUST BE WITHIN 12 HOURS OF CONCRETE PLACEMENT). 2. HAND TOOL JOINT TO FACE OF WALL WHERE SAW DOES TYPICAL INTERSECTION D1= COi�IER $ARS ACH.�' NOT 3. PLACE REINFORCING AT MID -DEPTH FOR SLABS LESS AT CONTINUOUS FOOTINGS/THIGKENED 5LA8 EDGE 0 3" CLR. REFERTO FOUNDATION PLAN/ THAN 5" THICK. PLACE REINFORCING 1/3 SLAB DEPTH m FOOTING SCHEDULE. (FROM TOP) FOR SLABS 5" THICK OR GREATER. CONTROL JOINT DETAIL STRUCTION CONTROL 1OINT STEPPED FOOTING T:�IZt�LCORNER DETAIL �XTI�1%�ALL FOOTING SECTIO(D�5�`N E: ! 1/2" _ ,'-0" SCALE: 3/4" NOT SCALE: 314 SCALE: 3/4" = 11-011 EXISTING. NEW- SEE SCHED. SEE 1 I/2 ° SCHEDULE`10 I I/2" 1 1/2" 1 1/2" W 1 I � EXISTING MASONRY ! WALL. REFER TO PLAN , W/2 W/2 I - -- w p I __ BASE iE (SEE SCHEDULE) MASONRY WALL. FOR EXTENTS OF WALL 1 TO BE SAW -CUT AND w W EI N ' w/ (4) F1554-GR36 ANCHOR REFER TO PLAN. REMOVED. GOORD. w/ ARCH. N � U `n ° BASE iE w/ l4J I— — — — — — — — — — - - - RODS w/ LEVELING NUTS. REFER t0 SCHEDULE. VERT. REINF. I - _ Fi554-GR36 ANCHOR 1/2" COLUMN I „ ISOLATION REFER TO PLAN ' 1/2" ISOLATION i ____;__ JOINT. N ! RODS w/ LEVELING NUTS. ISOLATION JOINT. V SAW -CUT JOINTS P55 COLUMN. J JOINT EACH SIDE W.W.F. HORIZONTAL JOINT W.W.F. SECONDARY CONCRETE H65 COLUMN. - I , i POUR. REFER TO 9/54.1 I � 1 J I I I I I REFER TO PLAN 1/2" ISOLATION JOINT REINF. AT 16" O.C. tYP. EXIST. SLAB -ON -GRADE T - 1 � � � � REFER TO PLAN. 1/2" COL. ISOLATION 3" CLR- ' JOINT I I I I I I I I EXTERIOR SLAB/SIDEWALK SEE PLAN,*-, TOP/ ELA SEE PLAN - - - - TOP/ SL , WWF. I I I I I I -l--ts —��= - — + — - G J. 1 11 3 CLR I I I W WF, tYP. j REFER t0 ARCH. a c I I I x x x LU 1 1/2 N.S. CsRDUt WI/2" I C,4 --.— _ 1 tl U O (L w t1 I SECONDARY 1 N`S GROUT- S`> - l I __ -' • • W w W �U II 11 I I POUR -; • UI I w as• • . • • •ILI e .. • . a II 11 �w a REFER TO U FOUNDATION PLAN/ 3'1 CLR EXISTING FOOTING BASE PLATE ' v n* • 11 ^ , ° a • ,a ^111 FOOTING SCHEDULE. J CLR. REFER TO FOUNDATION H55 COLUMN. _ I I -= - 3" .. -- CLR =! PLAN/FOOTING SCHEDULE I� REFER TO PLAN. REFER TO FOUNDATION - _ III- II fl`FOOTING --- I- III:-- I III — - , -- - ! r 11 II II IE 1/8 x 3 x 3 TYP. $ _ - - SCHEDULE III I - —i ;.'i ..� U OU] B 1/5" x 3" x 3" TYP. —1 —1 =1 — _ INTERiOR U�ALL SOOT INCH DETAh NSS COLU`' SOOTING TYPICAL COLUMN FOOTING - PLAN 9 � � SECTION III- SCALE: 3/4" =" SCALE: 3/411 C II_/7111 10 II _ I_ 11 SCALE: 3/4 - I 0 SCALE: 3!4 - I 0 ,r SEE SGHED. 1 1/2" GROUT (2) CELLS SOLID TYP. U.N.O. REFER TO PLAN FOR GROUT (2) CELLS SOLID AT EXISTING CONSTRUCTION REINFORCED TYP. U.N.O. (WHERE TO I \ I - �- _� -- - MASONRY CELL VERT. REINF. IN FULLY GROUTED CELL. f ' I REMOVE AND RECONSTRUCT - -- I I I I 1 1 I '1 r�= - I I I I I 'I LOCATIONS PLPAN FOR LO A EXISTING TO AN REFERPL w W EXISTING MA50NRY ABOVE NEW OPENING AS REQ p. FOR STABILITY f I ---III 1-t I I NORIZ. JOINT REINF. AT 16" O.C. MASOREQUINRY MASONRY DELLS to BE REINFORCED w/ REINF. IN A I I t `- 1. I I' --- . cU BASE M (SEE SCHEDULE) � o DURING PRECAST LINTEL INSTALLATION, "TOOTH" NEW MA50NRY _ 1 k 1 t FU LY GROUTED DELL. EXISTING MASONRY-••--------- GROUT SOLID w/ (4) 3/4"0 HILT1 =Hlt-HY150 ADHESIVE INTO EXISTING RUNNING BOND CONSTRUCTION. LAP NEW NOR1Z. JOINT REINF. At 16" O.G. w/ - JI I!F I .:....��. "__.WALL. ANCHORS w/ LEVELING WHERE APPLICABLE- -- HS5 COLUMN. ! NUTS 9" EMBED. REFER TO PLAN. I EXIST. I1 1 I, . ... ,. C 7 E II SECONDARY CONCRETE 3 CLR I € I POUR REFER TO 9/54.1 VERIFYLi----- - I I," --------' ----- r *3 x 1- 6 AT W> O.C. FI li 1/2" ISOLATION JOINT I € I EXIST. SLAB _ ; _ _ , -------------, _--- I • I DRILL AND EPDXY I k -ON -GRADE. INTO EXISTING CONSTR., 6" EMBED. W.WF. i I SAW -CUT A5 REQUIRED- I € PRECAST CONC. LINTEL I I I OPEN � II I C 1 I: I -- 1----- - �_--- I -I I I I I i I I I I REFER TO PAN AND 4 542. -- t__1 � , T T �' � 1 � i I., I I I I I I•. ;I I I € I k" NOTE- HORf Z. LINTEL REINF. AND GROUT ABOVE LINTEL NOT REQ D .�I --- -- --- -- __ I DRILL AND EPDXY ' �I I (3) "5 x 2'-4" BAR INTO EXISTING — , - i # ATR 3'-4" MAN OPENINGS. L2 REQ'D _III PE L 11 I I I I I I I I I I I 1 I I I I 1 I I I 1 I l II �3 x 1'-6 AT 16 O.G. DRILL 4 EPDXY INTO FOOTING. 3 I j 1 1/2" N.5. GROUT U t= W 1 I I I I I _ I I EXISTING CONStR. 1 n► i GROUT SOLID (2) CELLS ADJACENT t0 EACH SIDE OF --- (6" EMBED) --- - . -- - I1 11 Z X OPENING. REFER TO PLAN FOR —I { VERIFY I I I EXISTING FOOTING. II II w VERT. REINF. WHERE INDICATED I° I' I II l6 -8 MAX) G.C. TO FIELD -VERIFY = !� AND NOTIFY MIN. �...�s• NEW FTG. O U - 1 PATCH FLOOR SLAB AS REQUIRED. I I 'I k 1 I I _E I ARCNJENG. OF ANY REFER TO PLAN FOR - -- - .. - 11 I' 1 J� �� I I I I DISCREPANCIES, REINFORCING CLEAN EXIST. SURFACE OF NEW FOOTING 311 CLR AUGMENTATION EA. �! SIDE. TO SEE PLAN J REFER t0 ARCH. FLOOR/�//�/�� PLAN FOR OPENING SIZE , . �......-. i J NEW MASONRY IN -FILL EXISTING MASONRY CONSTRUCTION DEBRIS AND APPLY REFER PLAN- CHEMICAL BONDING AGENT (TYP.) U EXIST. FOOTING. b AND LOCATION. IONEUJU,JINDOW 8_EST OPENING - ELEVATION1"IASONRI' IN -SILL I -0 DETAIL: 3/Ali '7 YY// II _ I_ II SCALE: I/2 - i 0 REVISIONS BY ADDENDUM 1 d 2/4/11 REV. 2 - 3A8/II A Cl-IrENT/CONTRACTOR RrEvVON5 REV. 4 - 1/25/II 0 J Y Y J 5-. L y v �z��UU Q N E C r it d FC G ti v. ti 3 o � � . G O C\1 N ti m ti N e a 1 t 1 A A U ©�v f~ r4 E- Q O rJ3COD a oo O� �„� ►- c.O Co 1�- Z �rn I Sa ZW c,Z LLrLj J LAJ 3 +3 Z J Z U u— x � O _ Q U5 z n o � I' • W U o �r 5 C C a� oo �a U Z J N 0 (, m Lo .� rq x v w � U 0 U s- LL. Q LLi p Q L •— A r- C) 00 s CL m N d L� Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: Job: 09-45 Sheet S4. 1 - - -- r--- I — I — r ---F—T--,— r