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Home My WebLink AboutC-1a x m (n Ln o _ o cv co as l N cv J 2 A 11 112" 1 •, 11 112" A. CAULK _1 3" 21 �--1" METAL EXP CAP I GREASE THIS HALF OF BAR -- EXPANSION JOINT MATERIAL 1/4" R TOOLED EDGES (TYP) - - -- ELASTIC WATER STOP -- SHEAR BARS SLABS 11 1/2" " 11 112" '"1 f tTYP)3" 2 ". EDGES c SAWED JOINT (W/ CAULK IF SPECIFICALLY NOTED ON DRANINGS) LA �1 STOP NO WATERSTOP OR DOWELS AT JOINT IOND BREAKER STRIP NOTE; ILF OF BAR IF SINGLE LAYER REINFORCEMENT, REINFORCEMENT CONT THRU JOINT �• " ~ "� IF 2 LAYER REINFORCEMENT, TOP LAYER IS DISCONTINUOUS AT JOINT INTERIOR SLAB ON GRADE SLABS TYPE E 12 12" =314 3/4" CHAMFER (TYP) N METAL EXP CAP -- - POLYETHYLENE BOND BREAKER STRIP .-GREASE THIS HALF OF BAR -- CAULK ALL EXPOSED FACES -- CAULK ALL EXPOSED FACES — ELASTIC WATER STOP -- EXPANSION JOINT MATERIAL ------GREASE THIS HALF OF BAR - - -- ELASTIC WATER STOP - -- — SHEAR BARS SHEAR BARS WALLS WALLS EXPANSION JOINTS CONTRACTION JOINTS NOTE: NOTE: TYPE A - WITH ELASTIC WATER STOP TYPE C - WITH ELASTIC WATER STOP TYPE B - WITHOUT ELASTIC WATER STOP TYPE 0 - WITHOUT ELASTIC WATER STOP TYPICAL CONTROL JOINTS NOTES: 1. PROVIDE 3/4" SHEAR BARS 0 18" CTRS ACROSS JOINT 2. REINFORCING STEEL SHALL NOT BE EXTENDED ACROSS JOINT 3. SHEAR BARS SHALL BE SMOOTH, FREE FROM RUST OR SCALE, AND GREASED TO PREVENT BOND (ONE HALF OF BAR ONLY) 4. DESIGNATED TYPE - CONTROL JT ON PLANS SLAB OR FOOTING REINF CONT WHEN WS NOT REGO - -x WATERSTOP WHERE REGO PERIMETER BY DWG OR SPECIFICATIONS OF SLAB OR FOOTING ROUGHEN JT FACE TO MIN 1/4" AMPLITUDE EQUAL SPACES LENGTH = TOP BAR LAP 5PLICE SEE TABLE THIS SH BASE OF INTERMEDIATE WALL WATERSTOP WHERE REGO BY DWG OR SPECIFICATION ROUGHEN JT FACE TO MIN 1/4- AMPLITUDE --- " x N, z C=4 4 � `C T LENGTH OF LAPPED SPLICES FOR REINF (INCHES) T/4 T/4 MAX MAX ( MINI iMAX WATERSTOP WHERE REGO PERIMETER BY DWG OR SPECIFICATIONS OF SLAB OR FOOTING ROUGHEN JT FACE TO MIN 1/4" AMPLITUDE EQUAL SPACES LENGTH = TOP BAR LAP 5PLICE SEE TABLE THIS SH BASE OF INTERMEDIATE WALL WATERSTOP WHERE REGO BY DWG OR SPECIFICATION ROUGHEN JT FACE TO MIN 1/4- AMPLITUDE --- " x N, z C=4 4 � `C T/4 T/2 i T/4 MAX Fm MAX WATERSTOP WHERE READ BY DWG OR SPECIFICATIONS ROUGHEN JT FACE TO MIN 1/4" AMPLITUDE 3" W/ WS W/o WS BASE OF PERIMETER WALL ADDITIONAL REINF @ ALL SLAB JTS 8 @ HOR I Z JTS IN WALLS AT CONTRACTOR LOCATED JTS, AREA REIN =(0.0022)xAREA CONC, MIN. MAX BAR SPACING = 12" WHEN JT SHOWN ON DWG, THEN AREA REINF AS INDICATED. I SLABS AND WALLS ' N r DEVELOPMENT ANCHORAGE SEE TABLE THIS SH TYPICAL CONSTRUCTION JOINTS NOTE: REINF STEEL IS TO BE CARRIED ACROSS ALL CONSTRUCTION JOINTS.' u D J LENGTH OF LAPPED SPLICES FOR REINF (INCHES) iL F - w OTHERS 8' CENTERS EACH • c 20 ONE ROW. FABRICATE ' FROM a2 OR HEAVIER 4 x a LAYER OF REINFORCING. z S 29 20 17 12 _8 10 6 1 j 30" MAXY AT 22 28 12 L) I, T/4 T/2 i T/4 MAX Fm MAX WATERSTOP WHERE READ BY DWG OR SPECIFICATIONS ROUGHEN JT FACE TO MIN 1/4" AMPLITUDE 3" W/ WS W/o WS BASE OF PERIMETER WALL ADDITIONAL REINF @ ALL SLAB JTS 8 @ HOR I Z JTS IN WALLS AT CONTRACTOR LOCATED JTS, AREA REIN =(0.0022)xAREA CONC, MIN. MAX BAR SPACING = 12" WHEN JT SHOWN ON DWG, THEN AREA REINF AS INDICATED. I SLABS AND WALLS ' N r DEVELOPMENT ANCHORAGE SEE TABLE THIS SH TYPICAL CONSTRUCTION JOINTS NOTE: REINF STEEL IS TO BE CARRIED ACROSS ALL CONSTRUCTION JOINTS.' u D BAR SIZE LENGTH OF LAPPED SPLICES FOR REINF (INCHES) LENGTH OF DEVELOPMENT FOR END ANCHORAGE OF REINFORCEMENT (INCHES) F - w OTHERS 8' CENTERS EACH • DIRECTION. MINIMUM 20 ONE ROW. FABRICATE ' FROM a2 OR HEAVIER 4 BARS. TIE TO OUTSIDE `T` LAYER OF REINFORCING. z S 29 20 17 12 _8 10 6 1 j 30" MAXY AT 22 _ is 12 7 Sd 36 29 low I LIQUID CONTAINMENT 8 66 47 39 28 is _9 cc r- C YO UC TURES 49 . ^ _ _ to C 76 _ _ _ �� r- cn __ B 60 ' MAX At L IAU I O % r Aa 93 - -- - 77 —45 55 _20 22 14 1 —8-j p uw x w 3 MIN CONTAINMENT STRUCTURES I�iN ' MIN > i�4hIV 38 C A2 A2 A3 X -S C A2 �0" B C C 8 0' 3" MI E ae0" (?" B C -9-1 a aa` MIN WALLA r3" 3" ' 0� ' ` s WHITE RIVER NORTH WTP can�cos NOTE D2� NMIOT MIN MIN Oz NOT.tE_ NI , NOTE D WT FOR COMTROCTtow � vT �_ WALL A2 WALL A2 -- -WALL A3 - WALL A2 ! f m .-. TEE AD tLl. Al PROJECT NO. Rc F BARS F BARS -- z AZ NOTE E f�— WALJ_ Al ' NOTE F NOTE F °D Q MIN NOTE 0 MJN ` ALTITE HO€i!C DIRECTION ---WALL AI - - WALL AI WALLA NOTE E WALL A t z F BARS.MAY BE SPLICED WITH LAPPED n° +a *�w STANDARD CONCRETE +ETAI LS` 8 K Sii CCt1 r■+ SPLICE FOR TOP BAR SIMILAR TO MAIN r z (n CORNER REINFORCEMENT. ¢ il w aA4 Engineers — Architects Z 4 6 9 3.32+D �' SPLICES SHALL NOT BE LOCATED IN THE z o P►��I.: =to B & A* ev CORNER AREA COMMON TO BOTH WALLS AND awl T maw �ffJt'iSQS Cffy, r SHALL CLEAR HOOK ENDS BY 3" MIN. - o_ z STAFF N.r Utz TJX 14 OF 3� ADDITIONAL REINFORCEMENT FOR MAIN REINFORCEMENT As BUILT ladtitit liAt P ,P R 0 Y I V IL Y LIQUID CONTAINMENT STRUCTURES FOR ALL STRUCTURES ACCT. MD. DATE CE7MPi.tiM AX DISTANCE TO BE DETERMINED FROM WALL HAVING SAME SUFFIX B= OPTIONAL SPLICE UNLESS SPECIFICALLY O= CONSTRUCTION JOINTS SHALL NOT BE LOCATED E= C[?RNiER W SIZE TO MATCH LARGEST ADJACENT • NOTED ON PLANS CLOSER TO CORNERS THAN THE DIMENSIONS INDICATED. WALL HORIZONTAL REINFORCEMENT SIZES SPACING o CCG . WG . Nt3 s 14693- 320 --2%- 07 AX =0.20 THE CLEAR SPAN DISTANCE MEASURED B= NOT LESS THAN THE LENGTH REQUIRED, VERTICAL CONSTRUCTION JOINTS ARE REQUIRED TO TO MATCH MINIMUM ADJACENT WALL HORIZONTAL HORIZONTALLY OR 0.40 THE CLEAR SPAN OR FOR LAPPED SPLICES FOR TOP BARS AS SHOWN LIMIT CONCRETE POURS TO A MAXIMUM HORIZONTAL REINFORCEMENT SPACING. CANTILEVERED DISTANCE MEASURED VERTICALLY ON THIS SHEET LENGTH OF 60 FEET FOR LIQUID STRUCTURESP OTHERWISE, CONTAINMENT OPTIONAL UNLESS NOTED WHICHEVER IS SMALLER BUT NOT LESS THAN SHOWN C= LENGTH REQUIRED FOR DEVELOPMENT OF TOP ON THE DRAWINGS F= ADDITIONAL REINFORCEMENT REQUIRED IN BOTH FACES OF RELIQUID CONTAINMENT MN QU STRUCTURES BARS AS SHOWN ON AST SHEET BUT TERMINATING IN NOT LESS THAN A STANDARD HOOK AND ON BACKFILL FACE OI&Y OF DRY PIT WALLS EXPOSED TO GROUND WATER. F BARS TO MATCH SIZE AND SPACING OF' MAIN REINFORCEMENT. TYPICAL HORIZONTAL CORNER REINFORCING DETAILS NOTE: VERTICAL REINFORCING NOT SHOWN FOR RECTANGULAR OPENINGS LARGER THAN 21" DIAGONAL EXTRA BARS EQUAL IN AREA TO AND IN SAME TRANSVERSE POSITION AS REGULAR REINFORCING CUT BY OPENING---- - ----,,, -- EXTRA BARS IN SAME TRANSVERSE POSITION AS REGULAR STEEL AS TABULATED BELOW-- - - - THICKNESS BAR LENGTH OF CONCRETE BAR SIZE RECT OPG CIRC OPG <12" 4 3' -0" D +6" 12" TO 18" S 3'-0" D +6" >18" 6 3' -8" D +6" B =THE REQUIRED LENGTH FOR LAPPED SPLICE FOR TOP BARS AS SHOWN ON THIS SHEET THESE BARS NOT REQUIRED AT SLUICE GATE OPENINGS B KS BAR x 3' -10" LONG EACH CORNER, IN STD HOOK r ry *4 m � r FOR CIRCULAR OPENINGS FOR OPENINGS 21" AND SMALLER LARGER THAN 21 " D I AME TER IN DIAMETER OR DIAGONAL C- V T O n r nohic ca c�c �rC nor r �►�r► a'Ir TYPICAL EXTRA REINFORCING AT OPENINGS (TYPICAL REQUIRED UNLESS ADDITIONAL REINFORCEMENT SPECIFICALLY INDICATED AT OPENINGS ON DRAWINGS) SPACERS FOR WALL REINFORCEMENT CONCRETE COVER FOR REINFORCEMENT LOCATION MINIMUM COVER UNFORMED SURFACES ADJACENT TO EXCAVATION 3" FORMED OR TOP SURFACES EXPOSED TO WEATHER OR SATURATED AIR, SUBMERGED OR IN CONTACT WITH EARTH a6_-OR LARGER BARS 2" WS OR SMALLER BARS 1 112" OTHER LOCATIONS BARS IN BEAMS OR GIRDERS. INCLUDING STIRRUPS AND COLUMN SPIRALS OR TIES 1 112" SLABS. WALLS AND JOISTS 414 AND 418 1 1/2" 411 AND SMALLER 3/4" r SPLICE 8 DEVELOPMENT LENGTHS BAR SIZE LENGTH OF LAPPED SPLICES FOR REINF (INCHES) LENGTH OF DEVELOPMENT FOR END ANCHORAGE OF REINFORCEMENT (INCHES) wTOP BARS - - Z -BAR SPACERS AT OTHERS 8' CENTERS EACH • DIRECTION. MINIMUM 20 ONE ROW. FABRICATE ' FROM a2 OR HEAVIER 4 BARS. TIE TO OUTSIDE `T` LAYER OF REINFORCING. • SPACERS FOR WALL REINFORCEMENT CONCRETE COVER FOR REINFORCEMENT LOCATION MINIMUM COVER UNFORMED SURFACES ADJACENT TO EXCAVATION 3" FORMED OR TOP SURFACES EXPOSED TO WEATHER OR SATURATED AIR, SUBMERGED OR IN CONTACT WITH EARTH a6_-OR LARGER BARS 2" WS OR SMALLER BARS 1 112" OTHER LOCATIONS BARS IN BEAMS OR GIRDERS. INCLUDING STIRRUPS AND COLUMN SPIRALS OR TIES 1 112" SLABS. WALLS AND JOISTS 414 AND 418 1 1/2" 411 AND SMALLER 3/4" r SPLICE 8 DEVELOPMENT LENGTHS BAR SIZE LENGTH OF LAPPED SPLICES FOR REINF (INCHES) LENGTH OF DEVELOPMENT FOR END ANCHORAGE OF REINFORCEMENT (INCHES) wTOP BARS OTHERS WTOP BARS OTHERS 40OKED BAR 3 20 20 12 12 6 4 22 20 14 12 S 29 20 17 12 _8 10 6 1 37 26 22 _ is 12 7 Sd 36 29 21 14 8 66 47 39 28 is _9 _ 83 60 49 ^_ 1$ _ to _ 106 " 76 _ _ _ �� __3_S_ _ .. - tl 130 93 - -- - 77 —45 55 _20 22 14 1 —8-j --- --- 104 74 38 l 135 96 50 TOLERANCES FOR CONCRETE COVER AND THE PLACING OF REINFORCEM"T TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN 12" OF CONCRETE IS CAST SHALL CONFORM TO SECTION 7.S OF ACI 318`. TOLERANCES FOR THE IN THE MEMBER BELOW THE BAR. HORIZONTAL BARS IN WALLS ARE TO BE PROVIDED WITH FABRICATION OF REINFORCEMENT SHALL CONFORM TO SECTION 4.3 OF t LAPS AS REQUIRED FOR TOP BARS. ACI 31S. STRAIGHT BARS SPACED LESS THAN 6 INCHES ON CENTERS SHALL HAVE A DEVELOPMENT Y I.... LENGTH OF 1.25 TIMES THE LENGTH SHOWN. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, DEVELOPMENT LENGTHS FOR END ANCHORAGE AND LAPPED SPLICES SHALL BE NOT LESS THAN (NO MINUS TOLERANCE) SHOWN ABOVE. } LAPPED SPLICES SHALL NOT BE MADE AT POINTS OF MAXIMUM STRESS AS DETERMINED BY THE ENGINEER. IF SPLICES ARE STAGGERED SO THAT NO MORE THAN 112 ARE SPLICED IN A LAP _ - - - -- *4 BAR *4 @ 12" SPLICE LENGTH, THE SPLICE LENGTH CAN BE REDUCED TO 75'1. OF THE LENGTHS TABULATED A8IIVE.. NOTE: GENERAL NOTE( SLAB REINFORCEMENT DETAILS ON THIS SHEET APPLY TO ALL DRAWINGS UNLESS' NOT SHOWN OTHERNISE NOTED6 CURB NO SCALE LEGEND REVISIONS PR£t.INtwARY If,. LA INDIANAPOLIS X A T E R COMPANY, CODE DATE BY S ,+�% �5i�, yys WHITE RIVER NORTH WTP WT FOR COMTROCTtow � INTAKE PROJECT NO. BIB S'ATEOF Cdw v=Tttsf +a *�w STANDARD CONCRETE +ETAI LS` 8 K Sii CCt1 r■+ aA4 Engineers — Architects Z 4 6 9 3.32+D P►��I.: =to B & A* ev a er awl T maw �ffJt'iSQS Cffy, STAFF 14TB TJX 14 OF 3� As BUILT ladtitit liAt P ,P R 0 Y I V IL Y ACCT. MD. DATE CE7MPi.tiM ..- o CCG . WG . Nt3 s 14693- 320 --2%- 07