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�1 TOP BAR5 ARE HORIZ.BARS C. WHERE COLUMN LINES ARE NOT JOINTS TO BE EQUALLY SPACED © MINIMUM FINISHED BEND DIA. FOR PLACED SUCH THAT MORE THAN 12" PRESENT, SPACING OF DOWELED BETWEEN COLUMN LINES EACH STIRRUPS AND TIES ONLY H OF FRESH CONCRETE 16 CAST IN CONTROL JOINTS AS SHOWN IN DIRECTION NOT TO EXCEED MAX. % (4) "d" FOR 85 BAR AND SMALLER, MEMBER BELOW SPLICESECTION "A" SHALL NOT EXCEED SPACING PER SCHEDULE + (6) "d" FOR#6 THRU #8. TYPICAL o 120 x SLAB THICKNESS OR 50', + DONT SPACING SCHEDULE o (2 LAP SPLICE LENGTH PER WHICHEVER 15 LESS. BAY LENGTH r �2 (6) d FOR"5 AND SMALLER(12) z W r"' c`�'a SCHEDULE TO WIDTH RATIO SHALL NOT SLAB THICKNESS MAX. SPACING 6 "d" FOR% THRU #8 w CN EXCEED L 5. PROVIDE SAW-CUT 4" 1I' O _r~ ( CLP.DISTANCE BETWEEN CONTROL JOINTS BETWEEN 5.. I3' d �: " " 1 3 MINIMUM FINISHED BEND DIA.FOR -� a ADJACENT BARS OR SPLICES DOWELED JOINTS AT MAX. '� '� ALL REINFORCING EXCEPT W SPACING NOTED IN SCHEDULE 6" 14' + + STIRRUPS AND TIES (6) "d" UP TO �;o ® OPTIMAL OFFSET. SEE STANDARD T� f6' ` ` 08 BAR, (8) "d" FOR#9 THRU 01I, (I2) w p o REBAR BEND DETAILS FOR OFFSET D. WHERE SLAB 15 UNREINFORCED OR $ 1T' r "d" FOR x'14 AND #I8. � x = �M REBAR LAP REQUIREMENTS CONTAINS ONLY FIBER REINF.PER 2 v � Zo © 9" I$' O � � r_ LENGTH G.S.N., ALL CONTROL JOINTS $HALL "m c�j Q FOR NON-CONTACT LAP SPLICES, BE MADE PER SECTION "A" 1011 20' STIRRUP AND TIE HOOK OFFSET BAR o �`- BAR MN. CLR. MN. CLR. Vic = 2500 PSI MIN.CLR DISTANCE BETWEEN SIZE COVER SPACING SPLICED BARS SHALL BE PER DOWEL SCHEDULE II" 21' c�a a; TOP OTHER G.$N. MAX.CLR DISTANCE SHALL BARS BARS BE I/✓ THE TABULATED LAP SLAB DOWEL DIMENSIONS MAX ox. SPACING. O MID-HE MID-WEIGHT OF SLAB ADJACENT UO d - LENGTH OR (6" - "db") THICKNESS RECT. ROUND RECT. ROUND TO ALL DISCONTINUOUS JOINT � #3 3/4 1 I/2 19 I6 WHICHEVER IS LESS, WHERE "db" = 4" TO 6" 3/$" x 2" x 12" 3/4" DIA.x 14" 24" 24" LOCATIONS. CENTER ON JOINT A "d" = BAR DIA. #4 I 2 25 19 BAR DIA. + i + TO 811 I/2 x 2 1/2 x I2 I DIA.x 16 24 24 `�3 ALIGN CONTROL JOINT IN EACH + + B. ALL REINFORCEMENT SHALL BE `�" i '5 11/4 21/2 31 24 9" TO I1" 3/4" x 2 1/2" x 12"111/4" DIA.x 18" 24" 1 24" ` BENT COLD UNLE55 NOTED DIRECTION w/COLUMN, tYP.AT #6 1 I/2 3 31 29 At EDGE OTHERWISE ON PLANS OR DETAILS INTERIOR COLUMNS. (4) "d" #1 13/4 31/2 54 41 DIRECCOLTION PERPEND C�AR TO JOINT IN Stare: (2 I/2 MIN.) C. REINFORCING PARTIALLY '''S 2 4 6I 41 SLAB EDGE ALL OTHER REINFORCING EMBEDDED IN CONCRETE SHALL YOSEMITE & COTTAGE NOT BE FIELD BENT UNLESS SPECIFICALLY NOTED ON PLANS MANTECA CA 95336 #3 2 1/2 4 3/4 69 53 ® T PICA ID��7fON JOINT PEP STANDARD REBAR BEND DETAILS OR DETAILS � El a� �5 WHERE CONTROL JOINT SECTIONS Col-01 091104 NO$GALE Restaurant #RC529 ARE RECTANGULAR, WIDTH "W" SHALL NOT EXCEED L 5 TIMES Professional of Record: NAME 4 LENGTH "L" ® CLEARANCE EQUAL TO SLEEVE © PIPE/CONDUIT DIA.((o" MIN.) © DEPTH EQUAL TO 1/4 SLAB (2 SLEEVE. SIZE TO PROVIDE I/2" THICKNESS (5 NO TRENC44 EXCAVATION ALLOWED MIN.CLEARANCE AROUND UTILITY 4 4 BELOW THIS LINE PIPE/CONDUIT ( © (D RECTANGULAR PLATE DOWEL CONTACT LAP SPLICE (PREFERRED)OR SMOOTH ROUND © LINE OF SLAB BEYOND (3 LEAN CONCRETE FILL. MATCH DOWEL (PERMITTED ALTERNATE) WIDTH OF FOOTING O PER G.$N.w/ SIZE AND SPACING DESIGN NON-CONTACT LAP SPLICE PER SCHEDULE. CENTER ACROSS IYAR JOINT AT MID-HEIGHT OF SLAB. A r c h i t e c t u r a l FOR PLATE DOWELS, INSTALL DOWELS AND CLIPS PER MFR.'$ 6 Solutions Group 3 RECOMMENDATIONS. FOR ROUND 2 A DOWELS, APPLY THIN BOND 1 38 EXECUTIVE PARK, FA I TYPAL LAP SPLICES TYP BREAKER COATING FULL LENGTH — — — —� SUITE 310 A OF DOWEL — _ IRVINE, CA 92614 ® DOWELS SHALL BE lall MIN =1 A B PERPENDICULAR TO CONTROL =I TYP ALT 3 JOINT AND PLACED 6" CLR MIN. A. ALL TABULATED VALUES ARE IN (PLATE DOWELS)OR 12" CLR MIN. — — — UNITS OF INCHES UN.O. 2 (ROUND DOWELS)FROM JOINT = _ _ _ INTERSECTIONS. DOWEL BASKETS — !—I — B. CONCRETE STRENGTH AND MIN. $HALL BE USED TO MAINTAIN CLR COVER/CLR SPACING ALIGNMENT OF DOWELS WHILE DISTANCES SHOWN ARE FOR CONCRETE 15 POURED (USE DOWEL 2 1 ®TYP. SCHEDULING PURPOSES ONLY. ALIGNERS AT CONSTRUCTION 11/2 co SEE G.$N.FOR ACTUAL CONCRETE JOINTS) 3 3 w ¢ a SPECIFICATIONS AND MIN.CLR A B 2 _ CTION ELEVATION W'- J o C COVER/ CLR$PACING 2 tYP ALT �9 STOP SLAB REINF.(A$ OCCURS) _`� z ao REQUIREMENTS EACH SIDE OF JOINT. SUPPORT OF TYPICAL REBAR LAP SCHEDULE tCONCRETq TYP.SLAB REINF.$HALL BE 05 O 2 PIPE/CONDUIT AT TURNED DOWN SLAB EDGE 50402-05B OM21 NO SCALE / INDEPENDENT FROM DOWELS 1=01-01B 080613 NO SCALE E)38 SAW-CUT JOINT. SAW CUT $HALL © OPTIONAL POUR JOINT BE MADE w/EARLY ENTRY SAW © OPTIONAL POUR JOINT SOON ENOUGH TO PREVENT (2 GRATIN AND EMBEDDED STUDS TYPICAL CONTROL JOINT LAYOUT SHRINKAGE CRACKING, BUT NOT 50 O PER ARCH'L. SOON AS TO CAUSE $PALLING PARCHD EMBEDDED STUDS (3 04 AT 18" o c.E.W. p I1 CONSTRUCTION JOINT NEED ONLY #4 AT 12" o.c.EACH WAY Prototype: P4 EXTENDED-HV,SCHEME A ® 9 S 7 9 OCCUR AT EXPOSED EDGES OF LAP I2"+/- 2 ® WIDTH PER ARCH'L.AND/OR O DISCONTINUOUS SLAB PLACEMENT ® WIDTH PER ARCH'L.AND/OR Prototype Issue Date: 6.29.2020 PLUMBING UN.O. APPLY BOND BREAKER TO 2 PLUMBING Design Bulletin Updates: INCLUDED JOINT PRIOR TO SECOND POUR LAP 12"± (DO NOT ROUGHEN JOINT). IF Date Issued: Bulletin Number: CONSTRUCTION JOINT 15 TO BE FILLED, TOOL TOP EDGE TO 1/8" NOV. 2018 1 &2 IIIR ° °° X i 11 '° 1f ° 1111 MAX.RADIUS AND SAW CUT JOINT III° TO A DEPTH OF I" ° � ° � d DOVVElS} CONTROL JOM AT —i I _fill - - I ,A ( COLUMN Lis CONSTRUCTION JOINTS 0 0 1ST BLDG. SUBMITTAL 00 I = N I l l III 1 0 1 I'll=„III .III-III=z —III I I III=1 '' S” MIN. O A. TOOLED JOINT OF EQUIVALENT j 3 3 A. ALL DIMENSIONS SHALL BE DEPTH MAY BE USED IN LIEU OF6" MIN. A. ALL DIMENSIONS SHALL BE VERIFIED BY PLUMBING AND SAW-CUT JOINT VERIFIED BY PLUMBING AND ARCH'L.FOR DRAIN REQUIREMENT$ ARCH'L.FOR DRAIN REQUIREMENTS PRIOR TO CONSTRUCTION ° B. AS AN ALTERNATE TO PRIOR TO CONSTRUCTION RECTANGULAR PLATE DOWELS B. SLOPE SLAB TOWARDS DRAIN 111 111 SPECIFIED ABOVE, USE PNA'$ P03 REVISIONS: TAPERED PLATE DOWELS OF�B 1 0$-07-20 1st. Bldg. Submittal( SAW—CUT CONTROL joNr EQUIVALENT SIZE SPACED AT 2111 o.c.MAX. INSTALL BASKET 2 ASSEMBLIES PER MFR'S 06 FLOOR DRAIN 04 TYPICAL CONTROL JOINTS IN SLAB ON GRADE RECOMMENDATIONS 03 TRENCH DRAM 4 06-192485 N E01-26 080508 NO SCALE 24-192485 N O SCALE O SALE 5 6 7 8 9 Sheet Title: TYPICAL DETAILS Date: 7.23.2020 Project Number: RAC19024.0 Drawn By: CAD E C) c N v N Sheet Number: RIGHT vUQ .0 'C ';r) e n g in e e r s > it r f- N (11 OSOm5J X � ,n m L Q N J