2022-01-25_REVISION - M2002020 (2)

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< EDGE BARS ACROSS THICKNESS OF MEMBER TO BE GENERAL NOTE REFERENCE CODE AL=Com SAME SIZE AS CORRESPONDING WALL OR SLAB BARS UNLESS OTHERWISE SHOWN FOLLOW THE RECOMMENDATIONS ESTABLISHED L 1 UNLESS OTHERWISE SHOWN ON THE REINFORCEMENT DESIGN DRAWINGS,THE BY THE AMERICAN CONCRETE INSTITUTE'S"MANUAL OF STANDARD PRACTICE `< DETAILS AND NOTES SHOWN ON THIS DRAWING ARE TYPICAL FOR ALL FOR DETAILING REINFORCED CONCRETE STRUCTURES,ACI 315" REINFORCEMENT DRAWINGS PROJECT o NOTES TO DETAILERS POUDRE PONDS a :j�':•�:i, SPLICE LENGTHS SHOWN IN THE TABLES ON THIS DRAWING ARE FOR tt'::�..;(�1•"j�'• '•:'�• ••:•• 90°HOOK CLASS B SPLICES IN ACCORDANCE WITH ACI318-99 SPLICES OR IMPROVEMENTS AND •:-�►., DEVELOPMENT LENGTHS OTHER THAN THOSE SHOWN IN THE TABLES MUST J RESTORATION PROJECT��:::.�•:,.:,; ':• • �:•:•• ::' BE DETAILED ON THE REINFORCEMENT DESIGN DRAWINGS ''�: i= "'i':a•. ;� POND B SLURRY WALL y TIE •.�' :�. m ',•f�•r. ' :;-�.e::r• �:•• SPLICES AND INTERCONNECT PIPE u Q BAR ''BARS J A'. .j•: ,.••••�,�;t •:. ...j...• m ik. ��•'j`•: r�,�'••' ?'�:r THE MINIMUM LENGTH OF LAP FOR SPLICING PARALLEL BARS SHALL BE GIVEN w i j�'• •• �'!" ,? •:: ►;�` IN THE APPLICABLE TABLE(TABLE 2) SPLICES SHALL BE STAGGERED FOR CONSTRUCTION TO GIVE 12 INCHES CLEAR BETWEEN ENDS OF ADJACENT SPLICES 6"MAX BARS SPLICED BY NONCONTACT LAP SPLICES SHALL NOT BE SPACED TRANSVERSELY CORNER TYPICAL CORNER DETAILS FARTHER APART THAN ONE-FIFTH THE REQUIRED LAP SPLICE LENGTH,NOR 6 IN CLIENT o BARS ABBREVIATIONS WHEN REINFORCING BARS OF DIFFERENT SIZE ARE TO BE SPLICED,THE LENGTHS BF=BOTTOM FACE CRJ=CONTRACTION JOINT BL=BOTTOM LAYER OF LAP SHALL BE GOVERNED BY THE SMALLER DIAMETER BAR SPLICES ARE City of Greeley _ TF=TOP FACE EJ=EXPANSION JOINT TL=TOP LAYER TO BE MADE SO THAT THE REQUIRED CLEAR DISTANCES TO FACE OF CONCRETE SECTION A NF=NEAR FACE BR=BOTTOM ROW ML=MIDDLE LAYER WILL BE MAINTAINED CORNER BAR FF=FAR FACE TR=TOP ROW NS=NEAR SIDE E �---{ EF=EACH FACE NR=NEAR ROW ES=EAR SIDE PLACING IF=INSIDE FACE FIR=FAR ROW TIE BARS OF=OUTSIDE FACE ER=EACH ROW EW=EACH WAY REINFORCEMENT AT SMALL OPENINGS(MAX V-5")IN WALLS AND SLABS MAY BE CJ=CONSTRUCTION JOINT IR=INSIDE ROW EC=EACH CORNER SPREAD APART NOT MORE THAN 1 5 TIMES THE BAR SPACING REINFORCEMENT CONSULTANT OCJ=OPTIONAL CONSTRUCTION JOINT IJ=ISOLATION JOINT Le=EMBEDMENT LENGTH MAY BE ADJUSTED LATERALLY TO MAINTAIN A CLEAR DISTANCE OF AT LEAST 1" CTJ=CONTROL JOINT OR=OUTSIDE ROW db=NOMINAL DIAMETER OF BETWEEN THE REINFORCEMENT AND KEYS,WATERSTOPS,ANCHOR BOLTS,FORM AECOM a MR=MIDDLE ROW REINFORCING BAR TIES,CONDUITS AND OTHER EMBEDDED MATERIALS IN HEAVILY REINFORCED 7595 TECHNOLOGY WAY AREAS,RELOCATION OF THE EMBEDDED MATERIAL MUST BE CONSIDERED WHEN DENVER,CO 80237 TABLE FOR REINFORCEMENT AROUND OPENINGS SPC =SPACE OR SPACES BARS ARE BENT DUE TO OFFSETS LESS THAN 3"DEEP,THE SLOPE OF THE T 1-303-740-2600 F 1-303-694-3926 EQ SPC =EQUALLY SPACED,EQUAL SPACES INCLINED PORTION MUST NOT EXCEED 6 TO 1 REINFORCEMENT PARALLEL TO www aecom com MEMBER D=NORMAL DIAMETER OF REINFORCING BAR ANCHOR BOLTS OR OTHER EMBEDDED MATERIAL SHALL BE PLACED TO MAINTAIN THICKNESS TIE BAR EDGE BARS CORNER BARS UV=UNIFORMLY VARYING LENGTHS OF BARS BETWEEN LENGTHS SHOWN A CLEAR DISTANCE OF AT LEAST 1 33 TIMES THE MAXIMUM SIZE AGGREGATES L 1 T HnS CL =CLEAR LESS THAN 10" NONE 1-CTR 144 CTR CTR =CENTER OR CENTERS SPACING ENGINEERING Ldhos Engineering 10"THRU V-6" NONE 2-(1-EF) 244(1 EF) THE FIRST AND LAST BARS IN WALLS AND SLABS,STIRRUPS IN BEAMS,AND TIES 2750 S Wadsworth Blvd,Sude D-200 IN COLUMNS ARE TO START AND END AT A MAXIMUM OF ONE HALF OF THE Denver,Colorado 80227 V-7"THRU 3'-0" #4 @V-0" 3-EQ SPC 246(1 EF) SYMBOLS ADJACENT BAR SPACING A MINIMUM OF 2 5d CLEAR FROM THE EDGE IS Office 303 625 9502 OVER 3-0" #6 @V-0" SPC @1.-0" 248(1 EF) 0 AN OPEN CIRCLE AT THE END OF A BAR INDICATES A BEND WITH THE REQUIRED FOR#9,#10,AND#11 BARS IF SPLICE LENGTHS OR REDUCED www LrthosEng com BAR TURNED AWAY FROM THE OBSERVER DEVELOPMENT LENGTHS GIVEN IN TABLE 2 ARE TO BE USED ► A CLOSED CIRCLE AT THE END OF A BAR INDICATES A BEND WITH THE 1 OMIT EDGE BARS AND TIE BARS ALONG SIDES OF OPENINGS WHERE BAR TURNED TOWARDS THE OBSERVER STANDARD HOOKS DIMENSION IS LESS THAN 18" SPLICES SHOWN THUS — INDICATE A LAPPED SPLICE,NOT A HOOKS SHALL HAVE 180°BENDS AND EXTENSIONS OF 4-BAR DIAMETERS BUT 2 OMIT CORNER BARS AT SIDES OF OPENINGS ADJACENT TO FLOORS, BEND IN THE BAR NOT LESS THAN 2 112"PARALLEL TO THE MAIN LEG OF THE BAR,OR 90°BENDS WALLS,OR BEAMS AND EXTENSIONS OF AT LEAST 12-BAR DIAMETERS HOOKS FOR STIRRUP AND TIE DIMENSIONS ANCHORAGE ONLY SHALL HAVE EITHER A 90°OR 135°BEND PLUS AN EXTENSION N 3 CORNER BARS REQUIRED IF EITHER DIMENSION OF OPENING IS GREATER OF AT LEAST 6-BAR DIAMETERS BUT NOT LESS THAN 2 1/2"AT THE FREE END OF THAN 1B" DIMENSIONS ARE TO THE CENTERLINE OF THE BARS UNLESS OTHERWISE SHOWN THE BAR RADIUS OF BEND TO BE AS SPECIFIED IN THE TABLE OF PIN DIAMETERS FOR o q USE CORNER BARS IN FACE OF RECESSES DEEPER THAN 4"IF CLEAR COVER DIMENSIONS ARE MARKED"CL" a EITHER DIMENSION OF RECESS IS GREATER THAN 18" CONSTRUCTION PLACE j COVER REINFORCEMENT SO THAT THE CLEAR DISTANCE BETWEEN FACE OF fC=41500 psi TABLE 2 fy=60,000 psi ADDITIONAL REINFORCEMENT AROUND OPENINGS CONCRETE AND NEAREST REINFORCEMENT IS 1 1/2"FOR#5 BARS AND SMALLER, EMBEDMENT CLASS B w 2"FOR#6 BARS AND LARGER PROVIDE 3"CLEAR DISTANCE FROM FACE OF MINIMUM d SECOND STAGE OR CONCRETE FOR ALL BARS WHEN THE CONCRETE IS PLACED AGAINST EARTH BAR CLEAR LENGTH,Le SPLICE LENGTH g 1 BLOCKOUT CONCRETE OR ROCK CLEAR DISTANCE IS THE DESIGN DIMENSION LINE REINFORCEMENT SIZE BAR SPACING B PARALLELING CONSTRUCTION JOINTS SHALL HAVE A MINIMUM OF 2"CLEAR COVER # OTHER BARS TOP BAR` OTHER BARS TOP BAR' (INCHES) '/Sl (INCHES) (INCHES) (INCHES) (INCHES) BENT BARS 3 3 12 12 16 16 zrr(glly w .,,, ••;•: UNLESS OTHER RADIUS BENDS ARE INDICATED ON THE DRAWINGS,ALL 472 3 r • ' ':•J,�•. REINFORCEMENT REQUIRING BENDING SHALL BE BENT AROUND A PIN HAVING 4 3 12 15 16 20 m "1•�• •�•:�.•.r:• ,'�`•;•, ?•� THE FOLLOWING DIAMETER s••....•• LAPPED SPLICE+B- f:•!::;t:: �. S/ONpI ' w "'j.`'• i.�;•,. ,•:�.. LAPPED SPLICE+B 5 4 15 19 19 25 = f. .:,�:�.•.:::••:1..., .t TABLE 1 PIN DIAMETER IN INCHES 6 5 18 23 23 30 ry ONE HALF COVER 0 BAR NO 3 4 5 6 7 8 9 10 11 a 7 5 25 33 33 43 Oi STANDARD BENDS 2 1/4 3 3 314 4 1/2 5 1/4 6 9 1/2 10 3/4 12 5! RECESS 3"TO 8"DEEP w STIRRUP AND TIE BENDS 11/2 2 21/2 41/2 51/4 6 - - - 8 6 29 37 38 49 ISSUE/REVISION 0 o SECOND STAGE OR SYMMETRICAL ABOUT CL 9 7 36 46 47 61 ul BLOCKOUT CONCRETE REINFORCEMENT DOWELS 10 8 44 57 58 75 0 11106r202O ISSUED FOR CONSTRUCTION I/R DATE DESCRIPTION 11 9 53 68 69 z DOWELS INDICATED ON THE DRAWING,SUCH AS#8(d),SHALL BE 90 a , _ EMBEDDED A LENGTH EQUAL TO L AND SHALL HAVE A PROJECTION `TOP BARS ARE HORIZONTAL BARS IN BEAMS AND SLABS SO PLACED THAT o� .C.I`•�•�• .°t•+'•.;rj• �; EQUAL TO THAT REQUIRED FOR TOP SPLICING TO A BAR OF THE SAME MORE THAN 12"OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR o ? •'�;:L•e':.: ��►.;et.• DIAMETER o �..j.. :j... 90°HOOK �"j`•• i f'',� :{COVER.�:�' J, PLAIN DOWELS a� ��::t'•j•.:.j • • . t•;k° ' :�. NOTE a �.r�.• •;; ..•; �. PLAIN DOWELS ACROSS CONTRACTION JOINTS SHALL BE SMOOTH BARS 1 THESE LENGTHS ARE BASED ON THE PROVISIONS OF ACI 318,2019 SECTIONS 25 4 AND UNIFORMLY COATED WITH A FILM OF OIL BEFORE CONCRETE PLACEMENT t"*!.*:t!i�,�• 25 5 ASSUMING UNCOATED REINFORCEMENT,NORMAL WEIGHT CONCRETE,CONCRETE • +•••�•:" VISCOSITY OF THE OIL SHALL HAVE A SAE RATING OF NOT LESS THAN 250 COVER CONSISTENT WITH THE REQUIREMENTS OF THIS DRAWING,AND A MINIMUM w RECESS GREATER THAN 8" ACCESSORIES CLEAR BAR SPACING OF 2 D CONDITIONS THAT ARE DIFFERENT FROM THOSE PROJECT NUMBER ASSUMED REQUIRE LONGER LAP LENGTHS CONSISTENT WITH ACI 318 M BAR SUPPORTS,SPACERS,AND OTHER ACCESSORIES ARE NOT SHOWN ON Project Number 60609097 N g TYPICAL BLOCKOUT RECESS OR OFFSET DETAILS o y THE DRAWINGS THE RECOMMENDATIONS OF THE VACANT ACI DETAILING 9 SHEET TITLE EF �w STRUCTURAL NOTES 900 >g aU E SHEET NUMBER LL S-07