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_ _ _ ----
<br /> �— \
<br /> ,
<br /> . GREASE ONE END OF DOWELS FROM ' .
<br /> PAINT W/ CURING CQMPOUND AS .J4INT TO DOWEE. END. ALL� GREASED �
<br /> BOND BREAK BEFORE ADJACENT SLAB DOWEL ENOS TO BE AT SAME SIDE OF REF �
<br /> CMU F'ER PLAN �S POURED JOINT ' 7/C108 CASLE ENTRANCE PER C71 � .
<br /> ��S�-� STEEL SLEEVE SIZE & f`c = 4,000 PSI z '
<br /> E� PER PLAN LOCATI4N PER C�i fy = 60�000 PST W
<br /> • • REF � • • #4 6t 18" OC �
<br /> TRAf�fSITION VAULT �����8 REF K/C108 �'OR • SIZE Ld Ld� Lb Lbt Ldh
<br /> PER C71 TRENCH DETAIL.ING
<br /> #4 CONT, TYP #4 �9 25 25 32 9
<br /> _ SEE PLAN FOR SEE GEOTECH FOR 1'-4" SMOOTH OOWEL BARS � 12" OC W/ T/SLAB �
<br /> -�- ---- ---------- REINF
<br /> = �/sxt F'LUSH AGAINST 'I 1-1 I I�I �L PER PLAN #5 24 31 3� 40 12
<br /> � • • w B�� �UNDERSID� OF PERPENDiCULAR SLAB -I Il-1 f l-
<br /> - ' � � �- ' - c� CONSTRUCTIC}N J4INT REINF #6 28 (43) 37 t55) 37 (55? 48 t72) 14 Z
<br /> W ' 1--------� CABI.E TRENCH PER PLAN # •
<br /> 0
<br /> -- Y - - 1 -� C� ' _ ' ' Y 7 42 (62) 54 t81) 54 ($1) 74 (105) 17 ~ ' -
<br /> � META� OR PREM4L.DED JOINT ST�IP � �
<br /> � PLACED FL.USH W/ SURFACE WH N #8 47 (79> 62 E92) 62 t92) 80 (1203 �9 w
<br /> - -_ - - - � w SLAB IS POURED 4R �/8 SAWCUT � o '
<br /> _ _ _ �� CONTROL JT SHALL 8E FILLED W/ �
<br /> _ •. - - - - c� MASTIC �
<br /> w
<br /> _ __________________ � �
<br /> -�
<br /> ' • • 'l f=1 I 1=1 I ,
<br /> =1!I=I I��
<br /> . ------- —III—III_
<br /> � :1(f�{I I_I B/FTG . . .
<br /> y:
<br /> S�E PLAN FOR SEE GEOTECH FOR CUT �/z OF REINF CROSSING CONTROL EL PER PLAN 'I I��+I(I���!I NOTES� .
<br /> R E I N F B A S E ,�I N� . 1. USE TH� l.ENGTHS IN 7HIS SCHEDULE, UNLESS NOTED OTHERWISE. m
<br /> � . REF C/C115 �OR INFO IN 2, USE LENGTH IN O WHEN BAR COVER IS db O R L E S S O R B A R C L E A R S P A C I N G I S
<br /> � COMMON N4TES: C O N T R O L J O I N T NOTE� 3. A dTOP BAR IS A HORIZONTAL BAR WiTH MORE THAN 12" OF FRESH CONCRETE CAST o .
<br /> � '-' 1. REFER 1'0 PLAN FOR SLAB THICKNESS AND REIN�"ORCING. F'OR ADDITIONAL INFORMATION, S�E E & K/C115. BELOW I7. �
<br /> ' ' ' 2. CONTRO� JOINTS SHALL BE SPACED 8� 95'-0" OC MAX, EACH WAY. UNO. RATIO OF DISTANCE � o �
<br /> ll I�I i I��I B1 25�C4NS RTUCTION ;JO�NTS PER TH�SEDETAIL S�-iALL BE�CONSIDERED AS CONT OL JOINTS � X T W AL L AT T R E N C H C��L E �i�'�!-��� C DE VE L OPME N T & SPL I CE �E NG T H SCHE DU�E NO SCAI.E D Q j .
<br /> F O R C O N T R O L J O I N T S P A C I N G R E Q U I R E M E N T S. �j � �
<br /> �
<br /> �,. �
<br /> SEE 7/C108 FOR ADDITIONAL INFORMATION. � T Y P S L A6" Q N -- G R AD E C 0 N T R 0 L AN� a�c �
<br /> � � � C4NSTRUCTION J�INT DETAILS �o S c�..E g
<br /> p�., z
<br /> EXT � O�TING @ PERP. TREN�H ,���,�_��� A � � o � Y �
<br /> �
<br /> , 3�.O,A6� � 2 � �
<br /> �
<br /> ., . ,_ ,► �ry 135° H44K 90° H�OK 12 0 .
<br /> c�� #�x5 0 �
<br /> (2) #5 7YP EA ' `�' - MID-DEPTH
<br /> GRID SIDE AT MID-D�PTH cD ' '
<br /> N - BAR SIZE D
<br /> N � PROVIDE 90db EXTENSIONS IN LIEU `� a o
<br /> � „ OF 6ctb AT AI.L FRAME COLUMNS, � �
<br /> #3 �1�2 GIRDERS, SHEAR WAI.L.S AND SHEAR �d' �-
<br /> � WALL BOUNDARY M�MBERS. n- �
<br /> #4 2�� . w �
<br /> . �
<br /> a
<br /> #5 2�/2" �
<br /> �� �
<br /> ti c�R Eoc� oF soc TIES & STIRRUPS HOOKS ONLY TYPICAL COLUMN a
<br /> �
<br /> - (i3 #5 CONT EDGE REINF BAR OFFSET �
<br /> . 8 CMU SHEAR WALL, SEE � �
<br /> �� 4db MIN ' -
<br /> C116 FOR DETAILS ` �� OR 2�/2" a •
<br /> 8" CONC WAl..L . . (2) #5x3 -0 DIAG MID-OEPTH TYP � � .ca �
<br /> 0
<br /> •
<br /> SOG f'ER PLAN, TYP � � 2 � � Q �
<br /> Y
<br /> #5 8t 10" OC HORIZ T/SLqe cD Q- --(2) #5x3'_0" DIAG BAR SIZE D � �
<br /> � (3 MIN) � � MID-DEP7H TYP , „ .� � a
<br /> � a
<br /> EL PER PLAN N 2 -�6 � .� #3 THRU #8 6d
<br /> � =f.l 1=i I l=1 I 1= o � o � �
<br /> S�G — OPENINGS � SOG — REENTRANT CORNERS 180 HOOK 90 HOOK
<br /> • DOWEI.S SHAI.L MATCH CMU
<br /> � SHEAR WAL.L REINF {PER ACI TABLE 7.2) o�y p , �C�
<br /> �D ADDTE. 5� D4WELSCAS N� NOTE� ti�ye�`� � `�'�� .
<br /> � a� ASl�I�
<br /> - FTG#PER PLAN W1 REQUiftED SO THAT SPACING REINFORCiNG SHAI.�. BE ADDEl3 AT OPENINGS AND RE-ENTRANT C4RNERS OF REINFORCED AND UNREINFORCED SLABS ON GRADE. STANDARD HOOKS . ,
<br /> (3) 5 CONT DOES NOT EXCEED i2 OC.
<br /> BOTTOM THE ADD'l. DOWELS DO NOT
<br /> � ---- NEED 70 EXTEND INTt1 THE � NQ SCALE NO SCALE �-{ �o ''� �NA64;N�S�a`��`�'
<br /> BIFTG r CMU SHEAR WALL. TYPICAL SLA6—ON— GRADE TRIM .� REINF' ORCING G TYPICAL �AR E3END QETAILS � T G � `
<br /> EL PER PLAN =! I E=!I 1=1 I 1= #5 � g'► pC
<br /> _ �
<br /> s t o,+r,t L ��' �`�5
<br /> AS IN�ICATED t
<br /> GRiND A
<br /> � ON C143 SMOOTH.
<br /> � � GRID �� 2—�2 SNOHOMiSH COUNTY
<br /> " 3,a„�,,_o�, E W o [�
<br /> SL A6 E DGE AT 8 CMU a o �,Q��w x �6�� P� .
<br /> V ,�. 1�,��� PUBLIC UTILIl'Y DISTRICT NO 1 -
<br /> � � � U 314" 2" DI��AMOND PL M RENCH WO 354046
<br /> . ' . � � M O ' . .
<br /> a T/CONC BRG COVER
<br /> T ASK
<br /> � GRID �h6" Af,..UMINUM DIAMOND S�-�
<br /> DETAIL A �� =� FLOOR PL tTYPE 3003} _ ,
<br /> $ � SCA�E AS N�TED
<br /> v 8" CMU SHEAR WAL�., �
<br /> � BR04M FINISH COPTROL JOINT, M/C19� SOG PER PLAN g" CONC WAL� SEE C116 FOR �ETAILS C0�lT. �/�" NEOPRENE
<br /> EXT SOG TY � TYP �, . PAD TO SEPARATE pFTR KPFF/DMD
<br /> T/SL.AB / / � „ • • T/CURB \ DISSIMILAR METAI..S CHKR LOS
<br /> S O G P E R P L A N #5 � 1 0 O C H O R I Z � S�6 P E R P L A N, T Y P
<br /> SOG PER EL P�R PL.AN PER Pl.AN .
<br /> P L A N P E R PLAN � t3 MIN) . .
<br /> T/SLAB M/C1�5 T/SLAB \ %2"�WHSx6�NLEG� E N G R J P 8
<br /> EL PER PLAN CONSTRUCTION OH, �'YP _
<br /> � �lIC-1ll� __ -- �-i.�.= J�INT g�� � _ - - EL PER PLAN 48" OC
<br /> — - - - -� —1 I I_ .-I I I--�I I(—I I!: AP V D r(�S
<br /> I E I_...E I I�E :���,---.I I I—I I I— TYP .- ;���������(� ��._.._� ,,�—�� �.��,�_... . �
<br /> #4 � 12" OC
<br /> 8" CONC WAI.I. REINF W/ TYP (3 MIN} . DOWELS SHAL� MATCH CMEJ (2) #4 CONT DATE (Q (2� �I� �
<br /> �
<br /> II! #5 � i2" OC VERT & #5 � . SHEAR WALL REINF ALTERNATE a
<br /> � � i0" OC HORIZ t2 MIN) �� HOOK DIRECTION. ADD ADD'L #5 �
<br /> #�' � �$ �� DOWELS AS REQUIRED SO THAT o
<br /> TYP , . . • �'�G PER PLAN W/ SPACING DOES NOT EXCEED 12" o
<br /> FTG PER PLAN & ,
<br /> SCHEDULE (23 LAY�RS OF BUiLDING (3) #5 CC}N7 OC. THE ADD l. D4WEl.S DO NOT 6E VE RL Y PARK �
<br /> , •
<br /> PAPER � JOINT ._.... - - � � � BOTTL?M NEED TO .EXTEND INTO THE CMU ��_ �_ „ SUBSTAT.�ON . �
<br /> THUS: = .—_= _ = � =_— ----- sH�aR wa�.�.. TRENCH CflVER SUPPQRT 6 -� o M
<br /> s •--` • � �l I I�I{t-1 I 1- f-� I�I!l B/�TG CONTROL BUII.[3ING a
<br /> B/FTG � #4 � 18" OC EW EL PER PLAN �;,I I(,;,I I�,_,,I I I: �� TYPiCAL CONCRETE �
<br /> . EL PER PLAN :!����I���I�= #5 � 9 OC i2 6 0 1 2 3 12 9 6 3 4 N0. �
<br /> NOT�� u i n � ir u _ i_, Ri �i � �_ �� DETAIL.S t..
<br /> NOTE� PROVIDE MAX 5/16 x2 -6 x2 -1� �LOOR P�.. REF B/C1�3 FOR �/4 1 0 S C A�E I N F E E T 3 1 0 S C A L E I N F E E T oM
<br /> SEE E/C115 FOR ADDITIONAL. INFORMATION. LAYOUT. REF �ETAIL A FOR HAND HOLE LAYOUTS. ��
<br /> 12 6 0 1 6 3 0
<br /> . REV DRAWING %�
<br /> � il 1� 11 tl� 1 11 It,� i� 11 11 � i� 11 11 � 1� It ON
<br /> � TYPICAL SLA6 EDGE @ aooR �4 =� -� J TYPICAL CA6L.E TRENCH � -� -� K �NTERIOR CMU WALL FC�OTING �� -� o L � - � 0 SCALEINFEET 6 - , � SCAL.EINFEET o s-�oA-C��S ,� �
<br /> . ��
<br />
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