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AS INITIAL CAST <br />SHOWN ON DESIGN 3" CLEAR <br />DWGS ter, <br />N <br />H a Ad e <br />.•da ° e <br />N v <br />H <br />6"X31W PVC RIBBED WATERSTOP <br />W/ PUNCHED HOLES OR HOG <br />RINGS FOR TYING TO REINF. <br />EQUIVALENT TO GREENSTREAK <br />C-11M "B" <br />TENSION LAP <br />e. <br />-7 A A - <br />a <br />CONTINUOUS REINF. <br />OR LAP AS SHOWN <br />N0.679 NOTE: ALLOW 48 HOURS BETWEEN <br />PLACEMENT OF INITIAL CAST AND <br />SUBSEQUENT CASTS. <br />WALL CONSTRUCTION JOINT <br />DETAIL <br />ii <br />I I I I I <br />INTERRUPTED BARS <br />2 #4X4'-0' AT 4" <br />EF TYP. <br />X <br />AREA EQUAL TO <br />50% OF <br />INTERRUPTED <br />BARS EACH <br />SIDE <br />AREA EQUAL TO 50% <br />OFINTERRUPTED <br />BARS EACH SIDE <br />4i;9A raor <br />mik;� <br />INTERRUPTED BARS <br />2 #4 AT 4" EF <br />— TYP — — <br />X <br />NOTE: WHERE OPENING IS <br />WITHIN W4r OF BASE SLAB <br />CLASS "B" I I I I I PROVIDE MATCHING DOWELS <br />TENSION LAP I I I ' I FOR ADD BARS <br />REINF AT RECTANGULAR OPENINGS GREATER THAN 12" <br />DETAIL B <br />NTS <br />I I <br />I I I NOTE: WHERE OPENING IS <br />WITHIN 4'-W OF BASE SLAB <br />CLASS 'B" I I , A PROVIDE MATCHING <br />DOWELS FOR ADD BARS <br />TENSION LAP <br />REINF AT CIRCULAR OPENINGS GREATER THAN 12" <br />DETAIL C <br />NTS <br />•e <br />CONT. REINF. OR LAP <br />STRUCTURE <br />•' • <br />STD HOOK <br />AS SHOWN <br />FACTORY FABRICATED <br />FOR DOWEL SIZE AND SPACING <br />FOOTING : - • <br />a <br />EXTEND SLAB REINF. CLASS •B• <br />WATERSTOP AT <br />SEE DESIGN DWGS. END CONCRETE <br />e <br />TO 1 1/2" CLEAR AT TENSION LAP <br />INTERSECTIONS <br />Q <br />ENCASEMENT <br />_ <br />d <br />e= r <br />JOINT <br />BASIC SLAB REINF. AS <br />INITIAL CAST <br />a <br />6"x3Ar PVC RIBBED WATERSTOP W/ <br />LION. 5-0' MIN + _ <br />I, <br />-� g. + I•.. 4. <br />SHOWN ON DESIGN <br />g <br />e' <br />PUNCHED HOLES OR HOG RINGS <br />DWGS. <br />z <br />z 3 <br />v <br />4. EQUIVALENT <br />FOR TYING TO REINF <br />1 Q Q <br />I <br />I #4AT1r <br />U O <br />- TO GREENSTREAK NO.679 <br />o <br />I <br />I ALL <br />w W p <br />< <br />° <br />1 A <br />AROUND <br />° ° v <br />v. — <br />m d w <br />ROUGHENED SURFACE <br />v <br />_ <br />N a <br />~ <br />p <br />1140 FULL AMPLITUDE <br />— _ _ — " — ? <br />U W <br />#4AT1 r <br />° ea <br />w00 <br />g <br />N <br />�Z <br />a= <br />dev <br />SINE PIPE <br />Ix <br />IA -° e <br />_ <br />-d - <br />U <br />BASIC SLAB REINF. AS <br />> w <br />N a- ° <br />e e <br />SHOWN ON DESIGN <br />U <br />DWGS. <br />�— <br />a 3' CLR <br />- <br />-e <br />' <br />CONCRETE A <br />6"X3/8" PVC RIBBED 3" <br />CLEAR <br />ea ° <br />dv - <br />ENCASEMENT UNDER <br />WATERSTOP <br />e� a . - <br />STRUCTURE <br />SECTION A A <br />W/ PUNCHED HOLES <br />OR HOG RINGS FOR <br />NOTE: ALLOW 48 HOURS BETWEEN <br />a <br />a v <br />NOTES: <br />TYING TO REINF. <br />PLACEMENT OF INITIAL CAST AND <br />41 <br />"v <br />1- EXTEND ENCASEMENT UP TO UNDERSIDE OF SLAB IF ANY POINT IS WITHIN Z4r <br />EQUIVALENT TO <br />SUBSEQUENT CASTS. <br />a <br />° <br />OF SLAB UNLESS OTHERWISE NOTED. <br />GREENSTREAK NO.679 <br />2. ENCASEMENT AT VERTICAL RUN OF PIPE SIMILAR TO HORIZONTAL RUN SHOWN. <br />BASE/ELEVATED SLAB CONSTRUCTION JOINT <br />WALL BASE CONSTRUCTION JOINT <br />PIPE ENCASEMENT <br />DETAIL <br />D <br />DETAIL <br />E <br />DETAIL <br />rF� <br />NTS <br />NTS <br />NTS <br />CORNER BAR SIZE AND <br />SPACING TO MATCHING <br />BASIC WALL HORIZ REINF. <br />UNO ON DESIGN DWGS. <br />BASIC WALL REINF. AS <br />SHOWN ON DESIGN DWGS. <br />AS SHOWN ON DESIGN DWGS. <br />BASIC WALL REINF. AS SHOWN <br />ON DESIGN DWGS. <br />U -- <br />a <br />og <br />z0 <br />t2 0) <br />v) z <br />o1- <br />z to <br />OU <br />CO <br />�5 <br />= U <br />to � <br />Q� <br />d : 9 <br />d :e a <br />a•' 9 e <br />v <br />1/2% LION <br />4 e. d <br />- v <br />e <br />a <br />CONT FLEXIBLE JOINT <br />e g <br />INTERSECTION ADD BARS a <br />SEALANT <br />WHEN SPECIFIED ON <br />v STANDARD 90• HOOK TYP z O <br />DESIGN DWGS. <br />INTERSECTION BAR SIZE AND <br />c9 � <br />- <br />U z <br />-A <br />SPACING TO MATCHING BASIC <br />e a p H <br />A <br />WALL HORIZ. REINF. <br />° v <br />z m <br />UNO ON DESIGN DWGS. <br />O w <br />. Z <br />CONT BACKER ROD <br />� g <br />BASIC WALL REINF. AS <br />PREMOLDED <br />= U <br />d <br />SHOWN ON DESIGN DWGS. <br />EXPANSION JOINT <br />U Z <br />FILLER MATERIAL <br />d Q� <br />AIIIIIIIIIIIIII <br />711 N ORANGE AVE, STE A <br />WINTER PARK, FL 32M <br />PH: 321.972AW <br />W EK I VA WBQVA PRO`'. NO.18-169 <br />FL ENG BUSINESS N0.31920 <br />ENGINEERING <br />WALL CORNER REINFORCING <br />DETAIL H <br />NTS <br />WALL INTERSECTION REINFORCING <br />DETAIL I <br />NTS <br />VERTICAL AND/OR <br />HORIZONTAL SURFACE <br />(WHERE OCCURS) <br />d. <br />e <br />v <br />EXPANSION JOINT DETAIL <br />DETAIL .1 <br />NTS <br />REBAR MINIMUM TENSION DEVELOPMENT & LAP LENGTHS <br />CONCRETE STRENGTH f � 4,000 PSI OR GREATER <br />BAR SIZE <br />DEVELOPMENT LENGTH, Id <br />LAP LENGTH (CLASS B SPLICE) <br />BAR SIZE <br />TOP BARS <br />OTHER BARS <br />TOP BARS <br />OTHER BARS <br />#3 <br />V-7" <br />V-3" <br />2'-0' <br />1'-T <br />#3 <br />#4 <br />2'-1" <br />1'-7" <br />2'-W <br />2'-U' <br />#d <br />#5 <br />2'-r <br />z4r <br />T-r <br />2'-r <br />#5 <br />#6 <br />V-1' <br />2'-r <br />4'4" <br />3'-1" <br />#6 <br />#7 <br />4'-6" <br />Y-60 <br />5'-10" <br />4'-6" <br />#7 <br />#8 <br />5-r <br />T-11" <br />6'-w <br />S'-r <br />#8 <br />#9 <br />5-10" <br />4'-0' <br />T-6" <br />SAW <br />#9 <br />#10 <br />6'-0" <br />5-0' <br />W-W <br />6'-W <br />#10 <br />#11 <br />T-3" <br />5-r <br />W-W <br />T-3" <br />1 <br />NOTES: <br />1. GRADE 60 UNCOATED REINFORCEMENT <br />2. SPLICE LENGTHS GIVEN ABOVE ARE TO BE USED <br />UNLESS NOTED OTHERWISE ON DESIGN DRAWINGS. <br />MAXIMUM BAR SPACING AT NON -CONTACT LAPS: <br />MIN. LAP LENGTH <br />'SPACING NOT TO BE GREATER THAN 1/5 <br />LAP LENGTH OR 61N. WHICH EVER IS LESS <br />STANDARD HOOK DEVELOPMENT <br />LENGTH <br />BAR SIZE <br />900 STD <br />HOOKA' <br />180• STD <br />HOOK "J" <br />DEVELOPMENT <br />LENGTH, <br />Idh <br />#3 <br />6" <br />3" <br />6" <br />#4 <br />8• <br />4" <br />% <br />#5 <br />10" <br />5" <br />9" <br />#6 <br />114r <br />6" <br />100 <br />#7 <br />V-r <br />r <br />114r <br />#9 <br />V-7' <br />11 <br />V-3" <br />#10 <br />1'-10" <br />V-1 " <br />1'-0' <br />#11 <br />z4r <br />*FOR STD HOOK BAR GEOMETRY <br />NOT SHOWN REFER TO MINIMUM ACI <br />REQUIREMENTS <br />-'L <br />4 BAR DIA. (#3 TO #8 BAR) <br />5 BAR DIA. (#9 TO #11 BAR) <br />e- <br />Idh <br />e <br />I 90' HOOK <br />:e <br />1800 HOOK <br />4 BAR DIA. <br />OR <br />* MIN. <br />STANDARD REINFORCEMENT DETAILS <br />DETAIL rG <br />NTS <br />VC CHAMFER ALL <br />EXPOSED CORNERS <br />1 _ <br />v . <br />d: Z <br />. v O <br />CHAMFER Z <br />O <br />DETAIL K v <br />NTS _ <br />0 <br />DEs�u D.MORRIS WASTEWATER TREATMENT FACILITY APPRM BY PRMCT W. DAB <br />oRAIWN D.MORRIS un 26110-025-01 MARCH 2O20 <br />ionesEd. <br />ADVANCED WATER TREATMENT UPGRADE STANDARD STRUCTURAL DETAILS III � ING W. <br />q�q® J.SOBCZAK cERTIRCATE D, GAINS AUTHORIZATION #1 sal CITY OF ZEPHYRHILLS, FLORIDA DAVID S. MORRIS <br />730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821 <br />LT It pATE REVISIONS gay Ap(�, 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258-0703 1P.E. #74717 S15 <br />