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TH OT HERWISE „ _ � J . a _. • Q f » 16 MIN. 4 _ T HICKEN W HER EXTEND _4 2 5 E 0 BAR DI STD. A. O R 2 2 O MIN 5 . # SINGLE M AT W SP LICE ELEV # ALL OR S LAB RE INFOR CING ATI O N APPLIES FO ' MIN. R FROST : ' HOOK MIN. B . . EDG E 0F S LAB C O N D ITI 0 N SINGLE ' MAT PROTECTION I NTERS ECTI 0 N COR �ou N ER BLE MAT SPLIC E D ET AIL F STEP PED F00 TIN G MI:NIMU M REI N �0R CI NG AT _ P LAN S LA - JAMB B ON o R : G RAD E D ET 28 23 13 AIL 8 REINFO RCIN G AT CONC R ETE CONC R ETE MASO NRY W ALL :EN� o OPENI F wA NGS �� WALL I NTERS ECT I0N S NOTES: LI NTEL REINFOR CING • T.O. - _ WALL 1. TABU LATED VAL UES ARE ` BASED ON `THE ' ACI 318 -0 ► „ _ _ 2 CHAPTER 1 2 2 6 FOR OPENI - F IRST PO U R NGS LES S TH AN 5 0 GR ADE 60 REINF ORC ING `BA RS AND NOR MAL WEIG , HT CONCR ,, , EfE. J01 NT S HALL BE WI IN _ „ TH 27FOR ` _ „ „ OPENINGS 5 1 T0 7 0 <MIDD LE 1 3 OF SPAN � _ U B ARS TO 3 3 � 2. ' STD. CASES 1 A HOOK ND 2 WHICH DEPEND ON THE TYPE 0 „ , F STRUCTUR AL ELEMENT MATC 1 , H W FIRST POUR SECO ND POU R ALL 1 � CONCR - -" ETE COVER AN 2 D THE CE T NTER TO &B CENT , . Ld REINF. . . , , ER SPACING ' OF THE BA RS , „ , , , ARE DEF • ' 12 3 3 , „ „ � K EY INED AS. 3 3 TYPICAL' ; USE' STD. HOOK � TYPICAL HO RI Z. � WHERE B ` TYP. W , AR ` C ALL AN N OT . w IYP. . BEAMS - AND CASE 1. CONCRETE CO VER > 1 ' .0 db AND c. -c. SPA c� CING WALL ' REINF ` U AD • - D TI ES BE REI TYP. EXTE NF. ' NDED TYP � . , < w Q COLU MNS. > 2.0 db AN D WITH STI RRUPS OR TIES THRO UGHOUT w , , � , , � _ ' w r�, cn Ld ' v 0 N I NOT LESS THAN THE C ODE' MWIMU M. __ c.� `.� ' r� U BARS TO __ : w � \ _ � � � c� ' . MATCH WA � Q _ I i- LL _ C � ASE 2. CONCRETE COVE R < 1.0 'db AND c_ c_ SPACING o � J , � - � � � � I � _ _ „ � N R EINF. � < 2.0 db. w a. � , _ , � _ _ - o cn _ � � � � � � \ 0 a. c� z . - o = 2 5 _ ALL OTHER C ASE 1. CO � # NCREfE COVER > 1.0dbA ND c. c. S PACING � � LINTEL REI N F. o - , � . a ELEMENTS. > :3.0 db. ►� c.� ` SING LE MAT w DOUBLE - MAT ISSUED FOR � m 0 < r� » FLOOR LINE C LEAN SURFACE. . _ 12 _ LO G _ N K EY C� 24 - LINTE L A ca • ND T0 sE 2. - P O F CONCREfE COVER < 1 WALL A db AN D c. c. S e _ PACI NG 04 07 O6 PROGRES ' PRIO _ � � S CD S ET R TO P LACING 2 R0 WS OF EYS � K WHERE » < 3.0 db. AL ` C L REINFORCING ONCR 05 12 0 . DOW ETE 6 SUMMA , ELS FRO RY PERMIT M WAL SET LISTH 1 � �, STD. LAP ICKER THAN 16 ) � � � S HALL C U 2 ONTIN E WALL F OOTI TYP. NG WA LL , - „ " ,, 1 1 3. LAP SP SP LICES OF LICE DEF H OOK x 01 ORMED BARS AND DEFOR MED WIRE IN TENSION S HALL � J NT UNIN � TE R UPTED R S EE FD N. D REINF. ET 2 . AI LS 2 05 22 07 P LAN CHECK RESUBM NOTE BE CLAS ITTAL . SBSP UCES EX � CEPT THAT C � LASS A SPLICES ARE ALL . . N OTE. w S EA LA T OWED WHEN N E.F _ � • » _ 1 6 EW. EXTE ONE HA LFORL ESS OF THE TOTAL REINFORCEME NT IS SP LICED `WITHIN T HE FOR ' M ND JA EMB UP MB ERS TO - BARS 7 FLO WIDE OR TO F LOO R E LEV ,, „ ATI 0 N ` RE UIR ED LAP LE � L OCATI O N AND Q NGTH. 2 6 DETAIL OF J01 EW: OR NTS SHALL FOR 'MEMB FLOOR BE PP ERS 8 T0 T0 ROOF A ROVED 20 WIDE WHERE OPENIN G � , , ) ,, , „ - BY AR CHI TECT PRIO 4 R T0 C 6 ONS EW. TRUG FOR EX TING F ME CEEDS 0 MB 4 RMS 0 ERS 20 T 0 I R 0 4 N WIDTH 0 WIDE TYP. , �, 4. FOR LI GHTWEIGHT AGGREGATE CONC RETE MULTIPLY T HE TAB LA P LAC IN G CONC , U TED VALUES 6 RETE. 6 EW. S FOR ME EE TYPICAL ' MBERS WIDER WALL THA 0 SECTIO N 4 N FOR 2 5 2 5 # : � BY 1.3e R _ _ EINFORCI NG 'NO T SHOWN . MIN. : MIN. P LA N CO N STR UCTION JOINT SINGLE M AT DOUBLE MA T - 5. FOR EPDXY COATE D BARS MU LTIPLY THE TABU LATED VA LUES BY ONE `OF THE FOL . , C LOWING ' FACTO 0 N RS. CR ETE B EA M GIR DE R AND MINIMU , M REINFO : RC _ ING AT P LAN V E JAM B RTI CAL � 27 22 oR WAL L J01 NT . CONCRET : E COVER AND � SPACING 2 TOP BARS ` OTHER B F0 7 ARS OTI NG C0 NS TRU CTIO N J0 INT CONC R ET E WALL = , „ OP EN EN1 N � oF wA G S LL . S _ � LAB SIMILA R PR OVI DE JOI NT � 60 0 O.C: MA X. ) � : ) - :' COVER < 3.O db OR . c. c. SPAC ING < 7.O db 1.50 ` , 1 .50 , " _ C - OVER > 3.0 d b OR c. c . SPACING > 7.O db HORI 1.20 TRENC H Z. 1 . 20 , - - - „ EXCAVATI ON 10 -0 . Lqp e TI ES AN D STIRRU PS 0 N LY. OPE N END 2 5 V E RT. 'D � - 2 5 V ERT. # - 6 - ` SPLIC . db NO E MINAL DIAMET EROF `ABA R. MIN. 1 „ ' BLOC K MIN. TYP: - MIN. TYP. . 6d _ AT � 5 0 R 3 . D 1 » # � 2 7. TOP B U.0 - U.O.N. ARS ARE` HO RIZONTAL REI NFORCING WITH MO RE THAN 1 2 OF CON CREfE ` SMALLER BARS 4 ; p _ 2 „ .N. CAST B ELOW THE B # AR. OR 12d ` , » AT 6 � ►, 1 - ' , . - � g FOR 4 5 - . D 2 8. OTH ER BA RS ARE ALL V ERTICA ` � L ALL HORI � ZONTAL WALL , „ REINFORCIN TO , G AN D # 8 BARS 2 - ,, , 1 » 2 2 FOR 5 . _ 'C 0 N C R HoRizo ET E NTAL WA REINFO LL RciNc R E I N wiTH o _ FO LESS R C I N G THAN 12 OF SCH ED coNCR�rE , » U LE BELOW BA � 6 , p 4 � . R. � 2 _ w � � ii 2 i i 7 FO ii � R 6 ii . , 9 N 0 H00 � � � K � � � � � � . � � � � � . . � _ OP � � . EN E � . . ND � � , , � c.� ,� i � �� . . . , � � � � , ,� , � � , _ : 9 . SM ALLER BAR LAP " LE i NGTH M i AY B E USED WHE N SP LICING DIFFE / � r, � RENT SIZE B ARS. � _ I J � 1 I B AR SI ZE AN BREA D S K S BLOC PACIN , � � TI HELL FOR K G � . E OR S TIRRU P g � . � 0 TI � E LA P AT FRA � ME COL. � AN _ � � D G IR . � � DERS . _ - BAC WALL KFIL L _ . 10. LAP SPLICES ARE _ NOT PERMITT ED IF 'MECH ANICAL SPLIC . � = ES ARE SHO � � EACH WN. MAT F f cn LOW 60 i OF G KSI ROUT i : � _ - � � � � � y REM ARKS � . � � � P THIC ER S KNESS . � � PEC S. . � -- � � J TYP ' _ i . � i ii i � iii 11. � � NO � N CONTACT LAP SPLICE 6d -A D BA � T 8 RS SH � ALL N � � OT B � E SPACE D TRANSVE , 6d RSELY � � � � � � � OR � . I I � � � � � � � , ' H � ORIZ. ii VERT. � , ' DOUBLE i . „ MAT ii � i r - ii . �..�..�./,�. , � . I FURTHER APAR I 0 -v T THAN ONE , R SMALLE FI�fH OF T R HE RE UIR ED LAP SPLIC -v E LEN 2 3 MIN. Q GTH O � �, � � ,� � ,, NOR 6 INCHES. SHEET TITLE . BARS 4�16 4C�16 I NT SINGL ERSE 4 E M CTI O AT N � � # . 1 � CORNER # , » D D 12. C M LAP TOP PACTED BARS AT MIDSP AN AN D BOTTOM BARS AT SU P _ � D P ORTS UN LESS F OOTING 1 6 1 „ „ „ „ � I 2 5 V ERT. # 4C�?1 6 HORIZ: 4�1 2 4 T0 SINGLE 6 MAT � # FI # OT L 90� HERWISE SHOWN. . 2 J � MIN. TYP. F TY PICA -v L CO C N RET WIDT I E DETAI H LS ' MI N. D NS IlY » OPEN ,� END „ , , LAP 1 13. BUNDLE ` : N U.O.N. D BAR SPLICES. � I� 4�12 5�12 SI 6 T NGL : 08 EMAT � � # # � » BLO CK ' S PLI 2 : BOTTOM O F TR � � 1 CE ENCH 2 5 EXCAVATI O VERT. N '4d OR 2 MI # N. A. INDIVIDUAL BAR SPLI CES WITHI � NT HE BU NDLE SHALL NOT OVERLAP EACH 2 I I » » _ SHALL N OT EXTE ALTERNATE 1 ,� » ND BE MIN. TYP LOW THIS . 4�1 8 4 C�?12 D 8 OUB TO LE 0 10 MAT � � -# � OT HER. o � � 13 _ BENDS TYP. . 2 � � 5 u H NE OOK 135 HOOK u.o .N. � 1 „ „ „ „ B. IN CREASE LAP L ENGTH i � 20� AT THR EE B 2 0 . ' 4 ARS. INCR EASE LAP LENGT H PROJECT OZOZB o C�?16 4C�?18 10 DOUBLE TO 12 MAT . � # _ � w # � � TIE _ 0R STIRRU P 2 No S IS -rE. E M IC STIR RUP T N IE 9� 33� H O O K o AT .FOUR BARS. ` � , , / 180 H00K _ � � . _ „ „ , � � ,, T _ 1 HE CO NTRACTO R S H .� ALL BE � � DATE � 4�14 4�18 D 12 TO 14 OUBLE MAT g / # 1 o # �-----� � 2 R ESPO NS IBLE FOR SH ORIN G SH EAT HIN G _ BREAK SHELL FO R , � . 6 - NOTES. „ FLOW OF 1 ,, ,� „ GROU OPEN S As NorEs OR OT HERWISE MAI NTAI N I NG THE SID ES T END �A�E 4C�?18 14 T0 DOUBLE M 16 AT � # 5�1 5 � 1 �- IYP. 2 _ BLOCK 1 . ALL OF THE BENDS SH EXCAVATION ALL B _ FR E M OM ADE CAVE COLD. INS D - _ 6 d FO R � 3 T HRU � 8 SING LE -, MA : U NTIL A LL B KFI T AC LL S I CO MPLETED PER 2. - - 14 AND 18 BA RS S HALL BE BEND _ # TESTED � SHEET SPECIFI CATIO S. D 8d FO R # 9 TH RU � 11 N A ND ,, APPROV ' ED PR IO R T0 B ENDING. INTERSECT ION - : CORN ER D - 10d FOR # 14 THRU # 18 . EX CAV ATI ON P AR ALL MAx. EL OFFSET BEND ST � ANDA : 26 21 : RD H0 0K REINFO RCI NG AT C . M . 0 . CONCR ETE WALL MI NIMU M REINFOR CIN G BAR SPLIC E 11 TO FO 6 OTI NG A 1 ND TIE D ET AIL S PRI NciP W LL I A� RE� A NTE NFO NG RSEC � Rci TION REINFO RCI NG S CHEDULE SCHEDU LE AND N OTES � � NI O S HKIAN MEN NING ER CONSULTING AND STRU CTU RAL ENGIN EERS 200 5 __-- _ __ _ _ _ , 5 30 2007 / /