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SEE NOTE
<br /> � BELOW
<br /> 4
<br /> � 5#6
<br /> � Q 4,-0„ cc co
<br /> 1 1 +�-
<br /> � � NEW SLAB EXIST. SLAB � � p
<br /> 1 �
<br /> WHERE DIM. IS -; LIGHTLY GREASE DOWEL °O
<br /> GREATER THAN � THIS SIDE PRIOR TO � �
<br /> 2'-0" USE NOTE:4#5 TYP. @ 4"oc
<br /> POUR&AFTER EPDXY
<br /> (EXTEND FROM S.J. TO S.J. �
<br /> P!T S� STRAIGHT BARS g,�, LESS 3"TOTAL) PLACE @ SLAB TO EXIST. SLAB EXIST. SLAB
<br /> � PER NOTE MAKE FULL PLUNGE CL OR ABOVE (1"MIN. TOP ' �
<br /> CUT IN FRONT OF COVER)WHERE ALONG SIDE A
<br /> PIT� S.J. NEW CONCRETE SLAB TRENCH DRAIN PER ARCH. �
<br /> JOINT X 16" LONG p�T HOLD 1 1!2"CI.R. TO PIT MATCH MAIN BLDG. SLAB }-
<br /> THICKNESS & REINF.
<br /> � � � N
<br /> VFY p�_p�� Z >
<br /> -- ��r����.�...r�:�...�U. _
<br /> MATCH a°.' ' ' � .. . ° °' . . O m
<br /> _ I .
<br /> 5#6 'l� 5#6 CL S.J. EXIST. . ° . - - - °, a a . — QQ
<br /> 4,-0"
<br /> 4�_p . .:,..�-..:s. , ��..� _': ;. _,.._
<br /> . ."i':::i — — 9 - d _ — — . .
<br /> . .. —I I(—I I�—I I . � —I I I—I I I—I I
<br /> �p CONDITION WHERE SLAB �����o��o ��o oo.��o� � u�. I I1=111=11I- � : I11=1I1=111=
<br /> �
<br /> JOINTS DO NOT ALIGN � 000�o 0 oQ oo� o w > !—!'
<br /> S.J. SUOBGRADE BY I II I�I I I�I I I�I I(I�((II�II I I I I #4 CORNER CONT. BARS ���I I I��� 1 _6 �
<br /> ADD 4#5 @ EDGE
<br /> OF SLAB OTHERS =1 I 1=1 I 1=1 I I =1 I 1=1 I 1=1 I I 5/8 x 9 SMOOTH ROUND O
<br /> PIT BASKET ASSEMBLY BEYOND DOWELS @ 18"oc. EPDXY TO MIN. C
<br /> PIT
<br /> � � EXIST. SLAB w/HILTI HIT-HY 6" MIN. THICKNESS #4 -L.S @ 18"oc
<br /> � , 200-R ADHESIVE. EMBED 4 1/2" AROUND DRAIN
<br /> w/SPECIAL INSPECTION, ORIENT ' �
<br /> m
<br /> � � • � PERPENDICULAR TO EXIST. � C �
<br /> `� ' � . ' � � ` ' ' � SLAB SAW CUT EDGE AND � = 3 N U �
<br /> co
<br /> LEVEL w/HORIZONTAL PLANE N � � p � m .r -�"'
<br /> � .� U �O D U O �
<br /> NOTES: 5#6 TYP. @ 4"oc o L t �
<br /> (EXTEND FROM S.J. TO S.J.
<br /> LESS 3"TOTAL) PLACE @ SLAB NOTE: SLAB JOINTS DENOTED
<br /> CL OR ABOVE (1"MIN. TOP ON THIS DETAIL AS S.J.'s MAY �
<br /> COVER)WHEREALONGSIDEA BEC.J.'SSEES�B�o�NT SLAB REPAIR/REPLACEMENT JOINT INTERIOR TRENCH DRAIN �-
<br /> PIT HOLD 1 1/2"CLR. TO PIT PLACEMENT PLAN � �� r�
<br /> (LOCATE PER ARCH.) �g r �
<br /> eC'�}��� �' r �
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<br /> TYPICAL PITS
<br /> � o � o Z
<br /> DETAIL DETAIL SECTION SECTION �o� �, �
<br /> � �
<br /> ����� �,�� a
<br /> 1 „_ , „ 2 „ _ , „ 3 ., _ , ,. 4 „ _ , „ �
<br /> (N/A FOR DUCTILCRETE SLABS) 1 1/2 - 1 -0 (N/A FOR DUCTILCRETE SLABS) 3/4 - 1 -0 (N/A FOR DUCTILCRETE SLABS) 3/4 - 1-0 (N/A FOR DUCTILCRETE SLABS) 3/4 - 1 -0
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<br /> MAXIMUM SPACING& USE P.N.A. PD3 BASKET ASSEMBLY OR MAXIMUM SPACING& _
<br /> LOCATION PER FDN. PLAN APPROVED EQUAL, w/DOWELS @ 26"oc MAX. LOCATION PER FDN. PLAN 1/2"f�x3'-0" PLAIN BAR 24"oc CUT ONE ~ �
<br /> BASKET SHOULD BE MANUFACTURED TO @ MAXIMUM SPACING& USE 3/4"x 14" ROUND DOWEL BASKET � � '�
<br /> U4 x 1!8" SOFT-CUT JOINT —�' t/4 x 1/8" SOFT-CUT JOINT � END WITHOUT FLARE AND GREASE LOCATION PER FDN. PLAN ASSEMBLY OR APPROVED EQUAL W/DOWELS � �
<br /> co HOLD PLATES AT± 1/4"OF SLAB CTR. � ENTIRE BAR (PLACE 90°TO JOINT) „ �� „ ' @
<br /> SLAB PER PLAN SLAB PER PLAN t/4 x 1/8 SOFT-CUT JOINT � , 24 oc. BASKET SHOULD BE MANUFACTURED TO
<br /> � SLAB PER PLAN I HOLD DOWELS AT t 1/4"OF SLAB CTR.
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<br /> �!'—�!�—��� ��� �!�—�!�- �!�—�!�—��� i i i i!i—�!i- �00000°o0 1.) SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. � °� ° � �
<br /> 1.)SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. —I I I—I I
<br /> —I I I—I I —I I I—I I —I I I—I I CLR. MAX. CLR. MAX. �!�—���—i�� 2.)SOIL SUBGRADE PER SOILS REPORT. NOTE: SLAB THICKNESS N
<br /> � I I 1=1 I 1= 2.)SOIL SUBGRADE PER SOILS REPORT. 1=1 I 1= i I 1=1 I I— 1=1 I 1= —I(I—I I
<br /> � 3.) USE OF OTHER JOINT SYSTEMS NOT ALLOWED, I I 1=1 I 1= 3.) USE OF OTHER JOINT SYSTEMS NOT ALLOWED. &REINF. PER PLAN M
<br /> N 4.)WHERE REBAR OCCURS IN SLAB STOP REBAR �
<br /> � 3 1/2"CLEAR EACH SIDE OF JOINT EXTERIOR SLABS ON LY N
<br /> 0
<br /> NOTE:
<br /> � 1.) SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. N a °
<br /> W
<br /> �: 2.) SOIL SUBGRADE PER SOILS REPORT. � _ N
<br /> ��n a � N
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<br /> �- � ALTERNATE o
<br /> � C.I.P. CONC.WALL N ' Q
<br /> o � , . N
<br /> �
<br /> �, �°�°2-- � � � SHRINK�AGE JOINT S . J . SHRINI�CAGE JOINT S .J . SHRINK,AGE JC�INT (S . J . ) a N W
<br /> R ( ) C ) �
<br /> � (N/A FOR DUCTILCRETE SLABS) 3/4°_ ��-o° 3/4�� _ ��-o° (N/A F O R D U C T I L C R E T E S L A B S) 3i4�� _ ��-o�� � J
<br /> � a a Q � �
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<br /> � . ° � 4 � � MAXIMUM SPAC NG& .N,A. D MOND DOWEL OR APPROVED LOCATION PER FDN. PLAN 1/2"f�x3'-0" PLAIN BAR @ 24'bc CUT ONE � o
<br /> P IA J
<br /> a a . , "—'—'!'—'!'- I EQUAL, 24"oc MAX. LOCATE± 1/8" END WITHOUT FLARE AND GREASE MAXIMUM SPACING & �� �� Z ~
<br /> � —I(I—I I I—I I LOCATION PER FDN�� @ � GREENSTREAK 3/4 x 18 SQUARE DOWEL OR
<br /> '`� ° g y�( I I 1=1 I 1=1 I 1= PLAN OF MID. POINT OF SLAB. MOVE REBAR a APPROVED EQUAL 24"oc MAX. LOCATE± 1/8" W W
<br /> p O � ENTIRE BAR (PLACE 90 TO JOINT) LOCATION PER FDN. PLAN � � @ Q _
<br /> � „',—,,,—,„- 2 �, 3" IF NEEDED. HOLD 12" FROM ' � �
<br /> OF MID. POINT OF SLAB. MOVE REBAR IF NEEDED.
<br /> I —I((—I I I—I I o 1 <,Q CONT. FTG. SLAB PER PLAN ( PERPENDICULAR JOINTS SLAB PER PLAN I SLAB PER PLAN HOLD 12"FROM PERPENDICULAR JOINTS ~ � _ �
<br /> � iii=i i i=iii=
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<br /> � BAR S►ZE&QTY. TO ��_6„ . a a , . . a �
<br /> W MATCH CONT. FTG. 1.5 H : a a. . a a a a . , a. . Q a ,. a . , a a . , a. J
<br /> _f- , •...,.: . � � . � . a
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<br /> 0 0�o�o�� o�o�o�� o�o�o�� a�a�o�� ��O'0' °.a� NOTE: ��O 0^ °�'� � �
<br /> I— o O�000 op o 00000 op o 00000 op o p0000 op °p o 0 Oo °� 0 0 � O J Q �
<br /> � i i i—i i i—i i i NOTE: i i i i i i—�i i- i!i—i!i—��i NOTE: i i i i i i—i i i- � °� ° 1.) SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. o 0 0 0
<br /> —I I I=I I o o�000 op U„�..
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<br /> �' I i 1=1 I 1= � 1=1 I 1= I�1=1 I 1= � 1=1 I 1= �)I I—I I(—I I NOTE: SLAB THICKNESS
<br /> N 2.)SOIL SUBGRADE PER SOILS REPORT. 2.) SOIL SUBGRRDE PER SOILS REPORT. 3.) USE OF OTHER JOINT SYSTEMS NOT ALLOWED. � S h@@t
<br /> o I I 1=1 I 1=1 I 1= &REINF. PER PLAN
<br /> � 3.) USE OF OTHER JOINT SYSTEMS NOT ALLOWED. 3.) USE OF OTHER JOINT SYSTEMS NOT ALLOWED.
<br /> �
<br /> ° EXTERIOR SLABS ONLY W �
<br /> o ALTERNATE � SO . 3
<br /> J TEP F I N CONSTRUCTION JOI NT C.J . �
<br /> S OOT G C�NSTRUCTION JOINT (C.J . C4NSTRUCTI � N JOINT C .J . ( )
<br /> � )
<br /> 3/4�� _ ��-o° (N/A FOR DUCTILCRETE SLABS) 3/4�� _ ��-o° 3i4��_ ��-o�� (N/A FOR DUCTILCRETE SLABS) 3/4°_ ��-o��
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