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(:D TOP BARS ARE HORIZ. BARS C. WHERE COLUMN LINES ARE NOT JOINTS TO BE EQUALLY SPACED OO MINIMUM FINISHED BEND DIA, FOR <br /> PLACED SUCH THAT MORE THAN 12" PRESENT, SPACING OF DOWELED BETWEEN COLUMN LINES EACH �� STIRRUPS AND TIES ONLY <br /> OF FRESH CONCRETE IS CAST IN CONTROL JOINTS AS SHOWN IN DIRECTION NOT TO EXCEED MAX. \ (4) 11d" FOR 05 BAR AND SMALLER, <br /> MEMBER BELOW SPLICE SECTION "A" SHALL NOT EXCEED SPACING PER SCHEDULE + (6) "d" FOR % THRU 08. TYPICAL <br /> 120 x SLAB THICKNESS OR 50', <br /> (2 LAP SPLICE LENGTH PER WHICHEVER IS LESS. BAY LENGTH JOINT SPACING SCHEDULE r 02 (6) "d" FOR 05 AND SMALLER (12) <br /> SCHEDULE TO WIDTH RATIO SHALL NOT SLAB THICKNESS MAX. SPACING 6 "d" FOR % TPRU #8 o <br /> EXCEED 1. 5. PROVIDE SAW-GUT 4" 11' N M <br /> (3 CLR. DISTANCE BETWEEN CONTROL JOINTS BETWEEN "d" I Q) MINIMUM FINISHED BEND DIA.FOR ` x LO C.0 <br /> o o� <br /> ADJACENT BARS OR SPLICES DOWELED JOINTS At MAX. 5 13 �'\ I'� ALL REINFORCING EXCEPT °; x <br /> SPACING NOTED IN SCHEDULE 6" 14' + + STIRRUPS AND TIES (6) "d" UP TO w o ~ r— <br /> (a) <br /> ® OPTIONAL OFFSET. SEE STANDARD ill 16' #8 BAR (8) "d" FOR #9 THRU #I1, (12) .x .� o rn <br /> REBAR BEND DETAILS FOR OFFSET D. WHERE SLAB IS UNREINFORCED OR 8„ 1�I r 11d" FOR #14 AND 0I8. Q E M <br /> • <br /> REBAR LAP REQUIREMENTS CONTAINS ONLY FIBER REINF. PER 2 <br /> LENGTH G.S.N., ALL CONTROL JOINTS SHALL 91I 18' O w 0 0 <br /> (1) FOR NON-CONTACT LAP SPLICES, BE MADE PER SECTION "A" 10" 20' STIRRUP AND TIE HOOK OFFSET BAR ;� E °C m <br /> BAR MIN. CLR. MIN. CLR. ft = 2500 PSI MIN. CLR. DISTANCE BETWEEN 11 O v o M <br /> SIZE COVER SPACING SPLICED BARS SHALL BE PER DOWEL SCHEDULE Il 21 N <br /> TOP OTHER m ' <br /> G.SN. MAX. CLR DISTANCE SHALL DOWEL DIMENSIONS MAX. o.c. SPACING O2 PLACE (2) #4 x 48" BARS At °C "' <br /> BARS BARS SLAB "d" o ti <br /> BE 1/5 THE TABULATED LAP MID-HEIGHT OF SLAB ADJACENT 03 - 0 6' <br /> LENGTH OR l6" - "db") THICKNESS RECT. ROUND RECT. ROUND TO ALL DISCONTINUOUS JOINT � <br /> #3 3/4 1 I/2 19 16 <br /> WHICHEVER IS LESS, WHERE "db" = 4" TO 6" 3/6" x 2" x 12" 3/4" DIA. x 14" 24" 24" LOCATIONS. CENTER ON JOINT �� A "d" = BAR DIA. <br /> BAR DIA. E(4) ' <br /> --T + ' <br /> 7" TO 811 1/2" x 2 1/2" x 12" 1" DIA. x 16" 24" 24" 0 ALIGN CONTROL JOINT IN EACH + + B. ALL REINFORCEMENT SHALL BE <br /> 15 1 1/4 2 1/2 31 24 9" TO ll" 3/4" x 2 1/2" x 12" 1 1/4" DIA. x 16" 24" 2411 DIRECTION w/ COLUMN, TYP. AT BENT COLD UNLESS NOTED <br /> #6 1 1/2 3 37 29 INTERIOR COLUMNS. At EDGE <br /> #4 1 2 25 19 OTHERWISE ON PLANS OR DETAILS <br /> COLUMNS, ALIGN CONTROL JOINT IN (2 1/211 MIN) C. REINFORCING PARTIALLY <br /> #"I 13/4 3 1/2 54 41 DIRECTION PERPENDICULAR TO <br /> SLAB EDGE EMBEDDED IN CONCRETE SHALL <br /> 08 2 4 61 41 ALL OTHER REINFORCING NOT BE FIELD BENT UNLESS Store: <br /> #9 2 1/2 43/4 69 53 ION <br /> SPECIFICALLY NOTED ON PLANS KETTLEMAN & L. SACRAMENTO <br /> O <br /> TYPICAL IJOINT PER DETAIL O STANDARD REBAR BEND DETAILS OR DETAILS <br /> ❑ � WHERE CONTROL JOINT SECTIONS C01-01 091104 NO SCALE LODI, CA 95242 <br /> ARE RECTANGULAR, WIDTH "W" <br /> SHALL NOT EXCEED 1. 5 TIMES Restaurant #RC576 <br /> 4 LENGTH "L" ® CLEARANCE EQUAL TO SLEEVE PIPE/CONDUIT <br /> © DEPTH EQUAL TO 1/4 SLAB DIA. (6" MIN.) P4E-HV-M SCHEME A <br /> 02 SLEEVE. SIZE TO PROVIDE I/2" <br /> THICKNESS NO TRENCH EXCAVATION ALLOWED MIN. CLEARANCE AROUND UTILITY Professional of Record: NAME <br /> 4 4 BELOW THIS LINE PIPE/CONDUIT <br /> O � 0 RECTANGULAR PLATE DOWEL <br /> (PREFERRED)OR SMOOTH ROUND © LINE OF SLAB BEYOND � LEAN CONCRETE FILL. MATCH <br /> CONTACT LAP SPLICE DOWEL (PERMITTED ALTERNATE) WIDTH OF FOOTING <br /> O PER G.SN. w/ SIZE AND SPACING <br /> NON-CONTACT LAP SPLICE :7 PER SCHEDULE. CENTER ACROSS DE S I G N <br /> OJOINT AT MID-HEIGHT OF SLAB. <br /> 'n FOR PLATE DOWELS, INSTALL <br /> DOWELS AND CLIPS PER MFR.'S <br /> 6 Architectural <br /> FAA <br /> 3 RECOMMENDATIONS. FOR ROUND 2 <br /> tYP DOWELS, APPLY CHIN BOND 1 Solutions Gro u <br /> n TYPICAL LAP SPLICES BREAKER COATING FULL LENGTH O p <br /> OF DOWEL 1 101 Central Expressway South <br /> Suite 100 <br /> O <br /> ® DOWELS SHALL BEIS" MIN Allen,TX 75013 <br /> q g PERPENDICULAR TO CONTROL =1 CONTACT: EVERETT FIELDS <br /> tYP ALt 3 JOINT AND PLACED 6" CLR MIN, 1-1 - I ' = z (469) 619-1164 <br /> A. ALL TABULATED VALUES ARE IN (PLATE DOWELS) OR 12" CLR.MIN. — — 1-1 — O EFIELDS@PMDGINC.COM <br /> _ <br /> UNITS OF INCHES U.N.O. 2 (ROUND DOWELS)FROM JOINT - <br /> INTERSECTIONS. DOWEL BASKETS l 5 O <br /> B. CONCRETE STRENGTH AND MIN. SHALL BE USED TO MAINTAIN <br /> CLR COVER / CLR SPACING ALIGNMENT OF DOWELS WHILE 1 <br /> DISTANCES SHOWN ARE FOR CONCRETE IS POURED (USE DOWEL 2 1 ®TYP. <br /> SCHEDULING PURPOSES ONLY. ALIGNERS At CONSTRUCTION 3 1 1/2 3 <br /> SEE G.S.N.FOR ACTUAL CONCRETE JOINTS) <br /> SPECIFICATIONS AND MIN. CLR. 2 O SECTION ELEVATION tid <br /> COVER / CLR. SPACING TYP ALt 2 ( STOP SLAB REINF. (AS OCCURS) U Abd O o <br /> REQUIREMENTS EACH SIDE OF JOINT. SUPPORT OF o a <br /> 0 5 TYPICAL REBAR LAP SCHEDULE (CONCRETE) 0 2 PIPE/CONDUIT AT TURNED DOWN SLAB EDGE M w CIO <br /> a N <br /> TYP. SLAB REINF. SHALL BE U g-i v- v <br /> SCP02-055 080221 NO SCALE / INDEPENDENT FROM DOWELS F01-015 080513 NO SCALE 0 Q z0 O N <br /> III 1,11 O 2 � T <br /> W 10 SAW-CUT JOINT. SAW CUT SHALL <br /> 01 OPTIONAL POUR JOINT BE MADE w/ EARLY ENTRY SAW OPTIONAL POUR JOINT 8/03b <br /> SOON ENOUGH TO PREVENT <br /> ( GRATING AND EMBEDDED STUDS TYPICAL CONTROL JOINT LAYOUT SHRINKAGE CRACKING, BUT NOT SO (2 GRATING AND EMBEDDED STUDS <br /> PER ARCH'L. SOON AS TO CAUSE SPALLING PER ARCH'L. <br /> 0 04 AT 16" o.c. E.W. 10 (I[) CONSTRUCTION JOINT NEED ONLY 0 04 At 12" o.c. EACH WAY <br /> ® 9 8 7 9 OCCUR At EXPOSED EDGES OF <br /> LAP 12"+/- 2 ® WIDTH PER ARCHIL. AND/OR 0 DISCONTINUOUS SLAB PLACEMENT ® WIDTH PER ARCHIL. AND/OR <br /> Prototype : P4E- HV 2020-2.0 RELEASE <br /> UN.O. APPLY BOND BREAKER TO <br /> PLUMBING 2 PLUMBING <br /> JOINT PRIOR TO SECOND POUR LAP 1211± <br /> o (DO NOT ROUGHEN JOINT). IF Prototype Issue Date: 7.14.2020 <br /> °o ° ° CONSTRUCTION JOINT IS TO BE <br /> ° 0 0 0FILLED, TOOL TOP EDGE TO 1/8" o <br /> Design Bulletin Updates: -- <br /> z x 1 1 11 1 1 X <br /> to A DEPTH OF 1" 4 -MAX. RADIUS AND SAW CUT JOINT o o <br /> Date Issued: Bulletin Number: <br /> =1 z <br /> o IDOWELED CONTROL JOINT AT "'- <br /> COLUMN LINES / CONSTRUCTION JOINTS - - -- -- <br /> = N <br /> .II (-'\7AJ ISI <br /> I_ <br /> E" <br /> I'm 1ST BLDG. SUBMITTAL <br /> l 1= „.III-1 1 1-z -1 -1 I- Z -1 j ITI=1 <br /> 8 MIN. 0 A. TOOLED JOINT OF EQUIVALENT <br /> 3 A. ALL DIMENSIONS SHALL BE DEPTH MAY BE USED IN LIEU OFA.MIN 3 A. ALL DIMENSIONS SHALL BE <br /> VERIFIED BY PLUMBING AND SAW-CUT JOINT VERIFIED BY PLUMBING AND <br /> ARCH'L. FOR DRAIN REQUIREMENTS ° o ° ° ° L ARCHIL.FOR DRAIN REQUIREMENTS <br /> PRIOR TO CONSTRUCTION ° ° ° ° ° B. AS AN ALTERNATE TO PRIOR TO CONSTRUCTION <br /> ° ° 0 ° ° ° ° ° <br /> —111-111-1 RECTANGULAR PLATE DOWELS <br /> 111-111-11 <br /> B. SLOPE SLAB TOWARDS DRAIN 11 11 SPECIFIED ABOVE, USE PNA'S PD3 <br /> TAPERED PLATE DOWELS OF <br /> B� SAW-CUT CONTROL JOINT EQUIVALENT SIZE SPACED At 27" <br /> o.c.MAX. INSTALL BASKET <br /> ASSEMBLIES PER MFR.'S REVISIONS: <br /> 06 FLOOR DRAIN 04 TYPICAL CONTROL JOINTS IN SLAB ON GRADE RECOMMENDATIONS 03 TRENCH DRAIN 12.22.2020 1 st Building Submittal <br /> 1 <br /> 06-192485 NO SCALE F01-26 080508 NO SCALE 24-192485 NO SCALE 2 <br /> 3 <br /> 4 <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> Sheet Title: <br /> TYPICAL DETAILS <br /> Date: 12.07.2020 <br /> Project Number: 202175 <br /> Drawn By: TA/CAD <br /> E <br /> 0 <br /> 0 U <br /> O 00 m <br /> NL <br /> O <br /> - Sheet Number: <br /> in 3 <br /> U o <br /> 10RIGHT0 <br /> a) •Er- <br /> engineers N � <br /> 0) lu� <br /> SOm5 Q <br /> N <br /> OC� <br /> C <br /> �j OO <br /> O � <br /> N <br />