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_ . N 5� q� . . . . . . . . . . . . : <br /> . . . . . . � . � . � . . . � � � � � � � 1 �t <br /> � WHERE DIM.IS � � � � <br /> ' � GREATER THAN 2'-0" SEE NOTE �n � � � � <br /> USE STRAIGHT BARS BELOW . � NOTE:4#5 TYP.@ 4"oc � � � - <br /> P�T� . g� PER NOTE (EXTEND FROM S.J.TO S.d � � � � <br /> �MAKE FULL PLUPIGE LESS 3"TOTAy PLACE @ SLAB <br /> e N � g,�, CUTINFRONTOF COVO RAWHER`EA ONGSIDEA <br /> � S4�t � � . . JOIMX 16"�ONG pIT HOLD 1 7/2"CLR.TO PIT � � . . . � <br /> . . . . . .. . . . . . � . . C <br /> O <br /> . . � . . S.d . - . . . . . . . � . A . <br /> . . . � PIT� . . � . . . <br /> . . . . � CL S.J. . . . . . . . . . . � <br /> 8 � <br /> :I 54.� CONDITION WHERE SIAB <br /> 5#6 ` . . . . � � � . . <br /> � � � JOINTS DO NOT ALIGN � � � <br /> ADD 4#5�EDGE� <br />- � NO�ES:5#6 TYR @ 4"oc . . � . OF SLAB � . . � . . . . <br /> T <br /> � S� (EXTEND FROM S.J.i0 S.J. � BASKET ASSEMBL'f BEYOND� � . � . � � � � � � � , . � <br /> . .. LESS 3"TOTAL)PLACE @ SLAB � � . . <br /> � CL OR ABOVE(1"MIN.TOP � � � � <br /> . . . . COVER)WHERE ALONG SIDE A � � � � � � <br /> �. PIT� � PIT HOLD 7 12"CLR.TO PIT � � �� . - �_ �'�' � . . . .. . .. . . . . . . . . . .. .. 0 - C .Y � � . <br /> e f��� C e <br /> a ; O � <br /> . - 54.1 . ' NO7E'.SLAB JOINTS DENOTED- - - . . � - . . . . � � '. eYi� .�� �� �� . <br /> ON THIS DETAIL AS S.J.'s MAY � � � � � � � � � � � . � $O � <br /> . . . BE C.J.'s SEE SLAB JOINT � . . � . . . . � . . . . . . . . . � . <br /> PLACEMENT P�N � � � � � � . <br /> � � � � � . � � . . . � . . � �. � . � . . . . . o � <br /> TYPICAL PITS � � <br /> � DETAIL 2 DETAIL �� � <br /> �"L � <br /> (N/A FOR DUCTILCRETE SLABS) ���z�'"�� sia"=r-o° <br /> (N/A FOR DUCTILCRETE SLABS) <br /> . . . � NEW SLAB EXIST.SLAB � . � � � � � . - � � � . � .. � . . � . <br /> LIGHTLY GREASE DOWEL - � � � � � � � � � � � � � � � � � � � <br />� � �� THIS SIDE PRIOR TO � - �� � �. � . . � • � � - � � <br /> � . � POUR&AFTER EPOxY . . � � � � . . ' � <br /> � . . TO EXIST.SLAB . . � . . � . . � . . � . . . � . . �- . . <br /> � EXIST.SLAB � - � - - � � � � � � � � � � . � <br /> . NEW CONCRETE SLAB . . TRENCH DRAIN PER ARCH. ' <br /> � MATCH MAIN BLDG.SLAB - . � � . . . . , <br /> THICKNE55&REINF: � � � � - <br /> . . . VFY .. . . I � o . . . � . . . � . � . . . . . . � . . . . . . . _ . . . <br /> ��� � ���.� . . . . <br /> `r MATGH __— da . �--___ . . <br /> EXIST. � � ' ;a_ � � - - <br /> tC't`mo� _ _ . . . <br /> `e^°�'a �o oa a LL iii�i i i7 i TiTi1 <br /> COMPACTED yyi � � °1 � � w � #4 CORNER CONT.BARS � � � � � � � <br /> SUBGRADEBY �� �� I T p •1 � . . � . . . . <br /> � OTHERS I I I I I II II .5/e'x 9 SMCOTH ROUND . . �� � � <br /> . . . DOWELS@18 oc EPDXYTO MIN. �I � . <br /> � � � �EXIST.SIAB w/HILTI HIT-HY � 6"MIN.THICKNESS � #4 V @ 18'bc � � � � <br /> � � 200.R ADHESNE.EMBED 4 V2" AROUND DRAM � � � � � . <br /> � . w/SPEC�AL INSPECTION,ORIENT � � ' . <br /> PERPENDICULAR TO EXIST. � � � - � � � � � . <br /> . . SLAB SAW CUT EDGE AND . � � � � � - � <br /> LEVELw/HORIZONTALPLANE � � - � � � � � � . <br /> SLAB REPAIR/REPLACEMENT JOINT INTERIOR TRENCH DRAIN <br /> ' . � . � . . . . . . . (LOCATEPERARCH.) � � � . .. . � <br /> , �SECTION �SECTION <br /> (N/AFORDUCTILCRETESLABS) 3f4��-10 � (N/AFORDUCTILCRETESLABS) a�a^=r-o� <br /> � <br /> � <br /> s <br /> � <br /> W . <br /> � <br /> . �R <br /> � <br /> W <br /> � w � _ <br /> W <br /> � <br /> 1— �' � <br /> o = w <br /> � � W <br /> � <br /> � " . <br /> N <br /> � a � MAXIMUM SPACING 8 � USE P.N.A.PD3 BASKET ASSEMBLY OR � MAXIP�IUM11 SPACING 8 - USE 3/4"x 14"ROUND DOWEL BASKET � � � n <br /> � LOCATION PER FDN.PLAN APPROVED EQUAL,w/DOWE�S @ 26"oc M?J(. � LOCATION PER FDN.PLAN� ASSEMBLY OR APPROVED EQUAL,W/DOWELS @ � �� 'N � <br /> i V4 x 1!8"SOFT-CUT JOINT� BASKET SHOULD BE MANUFACTURED TO V4 x 7/e"SOFT-CUT JOINT� 24"oc.BASKET S.OU�D BE MANUFACTURED TO , � <br /> HOLD PLATES AT t 1/4"OF SLAB CTR. SLAe PER PLAN I HOLD DOWELS AT t V4"OF SLAB CTR. tl <br /> rs SLAB PER PLAN I a a <br /> a 9 N <br /> � � � . � � � a'"� 9 a. �v � � � � . • e p . . �. `. � . . . . . . � . ` • � . <br /> 0 � ' .• � d :• . �.'�° • � W <br /> �'�` '�`'' ���` NOTE: �����-o�p''' ~ <br /> d � � � - � � � � � � � �- � � o`�o� � �oo °a°o 1.)SEE ARCH.OTLS.FOR SPECIAL JOINT FINISH. ° � � - � � - .. � ` .t �� . <br /> I p q <br /> . . . o Po NOTE �. . - . op° . � ���° 2.)SOIL SUBGRADE PER SOILS REPORT. - NOTE S�AB THICKNESS � � � O. p <br /> . � C.I.P.DON4 WALL � 1.)�SEE ARCH.D7LS.FOR SPECIAL JOINT FINISH� �� ��r I I�I Y=' 3.)USE OF OTHER JOINT SYSTEMS NOT AI,LOWED. � &REINF.PER PLAN � �, ` <br /> � � C(O � . _ � . II�II � 2)SOILSUBGRADEPERSOILSREPORT. ��� � EXTERIORATTRUCKAPRON � � W <br /> yp � i�� 3.)USE OF OTHER JOINT SYSTEMS NOT ALLOWED. <br /> 2„ O �� 4.)WHERE REBAR OCCURS IN SLAB ST OP REB A R ` <br /> 3 <br /> �n avz c�enRencHsioeoF�oiNT COMPACTOR/BALER SLABS ONLY � F � <br /> _ � ° ° S H R I N K A G E J O I N T (S.J.) S H R I N K A G E J O I N T (S.J.) a � � <br /> , a ° <br /> ' "' ' ' ' a' (N/A FOR DUCTILCRETE SLABS) a�a�=r-o� (N/A FOR DUCTILCRETE SLABS) aia i-o W � � <br /> � ' � a h�(p � I I I I I I�1— � � . . � . � . MAXIMUM SPACING& � GREENSTREAK 3I4 x'IB SQUARE DOWEL OR . Z J f • � � . <br /> JZ 3 LOCATION PER FON PIAN I APPROVED EQUAL,@ 24 oc MAX�OCATE t 1/e" W <br /> C MAXIMUM SPACING 8 P.N.A.DIAMOND DOWEL OR APPROVED � W <br /> II �I o �R CONT.FTG. � OF MID.POINT OF SLAB.MOVE REBAR IF NE'cDED. � � O � <br />� � . I I �: � - LOCATION PER FDN. EQUAL,@ 24 oc MAXIOCATE±�/8" a SLAB PER PLAN � HOLD 12"FROM PERPENDICULAR JOINTS � — � � .. � . <br /> PLAN ` aF MID POINT OF SLAB.MOVE REBAR � U � _ �/1 <br /> . BAR SIZE 8 QTY.TO i IF NEEDED HO�D 12 FROM n� W <br /> • � � W � � � MATCH CONT.FTG. � 1.5 H � � � SLAB PER PLAN PERPENDICULAR JOWTS � a q -,.a - ..f: . w W V � <br /> � REINF.(2 PLCS.) �,6. . . . ' ` . a , : . a: . � � �,a� .� a� . e� !, . . . (A � . . <br /> � � p � � p . (A p <br /> ° � ���, No�e. "�p'�� O < a q <br /> 5 . . . . . a �p.,. . R .. ` . . . �. . . � . . . ..i < <br /> ��-��-?-�- 0000 1)SEE ARCH.DTLS.FOR SPECIAL JOINT FINISH. o>$ � � � � � W <br /> 00 o Op p � � �� � � 2.)SOIL SUBGRADE PER SOILS REPORT Np7E:SLAB THICKNESS z <br /> � � o000 � � \ ooe � � � ���� 3.)USE OF OTHER JOIM SYSTEMS NOT ALLOWED. &REINF.PER PLAN � � Sh..+ <br /> � ��� ' a 1.)SEE ARCH.DTLS.FOR SPECIAL JOINT FINISH. � g . <br /> "' "' 2)SOILSUBGRADEPERSOIISREPORL �� EXTERIOR AT TRUCKAPRON & � <br /> 3.)USEOFOTHER�o�NTSYSTEMSNOT,,��oWEo. . COMPACTOR/BALER SLABS ONLY - � . .SO.� <br /> �1 � <br /> � STEP FOOTING CONSTRUCTION JOINT (C.J.) CONSTRUCTION JOINT (C.J.) � <br /> aia�=r-o^ (N/AFORDUCTILCRETESLABS) 3i4��=r-o (N/AFORDUCTILCRETESLABS) 3i4�=r-o <br />