|
SEAIANT, PER SPEC �����
<br /> 2" CLR. , � TOOLED JOINT AT 6n , 2"
<br /> EXTERIOR SLABS MIN.
<br /> CONC. WALL T ti - PREMOLDEp JOWT (1) #5 CONT. �
<br /> WHERE OCCURS � I�ATERIAL, PER SPEC W RS 0
<br /> ATE T P
<br /> STOP SLAB REINF. AT 24." �8» CONTRACTOR'S OPTION:
<br /> � JOINT CONCRE(�E COATING (TYP) —"�2�" � �Z p�'
<br /> ' � z MATCH SLAB REIh1F
<br /> z FINISH #5 X � C� 12'�O.C. CQNST. JQINT
<br /> I GRADE CONTRACTOR'S QPTiON:
<br /> , � � � � p� � p ' � CONCRETE SLAB ON GRADE, °- CQNC. SLAB ON SLOPE C� ROLL-UP
<br /> ' —�' � � :-" °- SEE PLAN FOR REINF w 1 DOOR ENTRANCE,
<br /> � � ( � -�r � � - GRADE, SEE PLAN CONST. JOINT
<br /> ( I �, d- � SEE PLAN
<br /> � �ti L � � _ � � . CONC. SLAB 0I� ,:-.,
<br /> CONC. SLAB ON � . .. . : .. 6 { 4. _�, ,� � , , . _ .
<br /> . .�, : � . . . . --�-- � � , GRADE, SEE PLAN
<br /> GRADE, SEE PLAN 6 • d D .A '� ' ' � � . �p �-- . � ,� . , � . .� . � �^ �. ...� . . . . Q p � . �: � �:. _
<br /> � . � .�--- � ° �� � � . • . � � , Z " �� � • f � ��I� , . y I �� � . a G
<br /> I'' .i.�:i n:...:':."..u. .. v...: 'i".. .. �n. ;.J.e...�...... � ) �/.
<br /> �i.�.."t':. f�::�.v .
<br /> �_
<br /> ,�a..:..c '
<br /> ' 1ST POUR 2ND POUR ''` ` >'n:� ...,_ ;o:. ,: ao S :.. �;o'. `,`�" :o:'� " ° � CQNTRACTOR S v :a �) h. . � � ' .
<br /> .,, o .�. .?..o .,::�'..a .��� ":d a� ;„,;...<;�: \� � . • � ��
<br /> .a. .
<br /> -,aQo:.p �O�..o o40e�..c� oa�}coy� ��Qc� aaC10 p°o� o OPiION: ! ( � , �; . o . � � '�
<br /> � °�' C1 J�i,� , D' ¢: 't Q:O:��i � ,`(1 � v: a�n r _ Q� �q " 9 . �. . 7 : r .. �.,:�' \� ' � : I � ,' � ., . .'�. � . .. .
<br /> \��j', � �"�`'�" � �' �-•�� Q�•:, q> � A�J�t3 ?��Q Q c� o�.� 9.C5 fl- � ,i a a D �?� , o�. '
<br /> ° � � � �� 9;�;i�.� Qaa� a.c��,,�o>�c �o�� �doq � � il n . �
<br /> 1i � CONST. JOINT a 2 SAND OVER 6 � �,
<br /> �i
<br /> ISOLATION JOINT , ��f/, ��/%�l% %f/,�� �����;���� ������.��t�� `�' ; ° � � � MIL VAPOR BARRIER 4 ., ' ' D .
<br /> ' 2 SAND OVER 6 MIL '��'j��l�` •` CONCREfE SLAB I � � � � , .
<br /> VAPOR BARRIER p� a �
<br /> P
<br /> i 2 CLR. ON GRADE SEE PLAN _ � 6 COMPACTED a. � a � , �
<br /> ,
<br /> A C '�' CRUSHED BASE FOR REINF. C� o . � FOR REINF. C�
<br /> M T H WALL REINF. 6" COMPACTED CRUSNED 2X �LAB r
<br /> COURSE °a � THICKENED SLAB =; � , ��° THICK�NED SLAB
<br /> CLEARANCE BASE COURSE THICKNESS , DGE SEE ED E SEE
<br /> . G
<br /> . , � , .
<br /> � � T SEAlANT, PER SPEC , �=-1 I"I
<br /> CONC, WALL PIPE SLEEVE IN Fi�G. r;,
<br /> WHERE OCCURS —�,� � � TOQLED JOINT AT NATIVE SOIL 3 PROVIDE 2" CONC. COVER S280 5280
<br /> AT WALL PROVIDE � � � EXTEftIOR SLABS - °
<br /> ��� .
<br /> -„' ..�-- #5 X L � 18"O.G. `�--� �--�
<br /> DOWEL W/ STD. I � � APPLY BONDBREAKER
<br /> 1� 0"
<br /> ' (4) �5 CONT.
<br /> ' HOOK, EXTEND ( � � TO THIS SURFACE ,
<br /> ',
<br /> TO FAR SIDE OF ( � � STOP SLAB REINF. AT
<br /> WALL � � � JOINT
<br /> � I �
<br /> �°�� ,��� = - � � . TYPICA� S �.AB TY� I �A� SI�.AB TH CI� E�IED S �AB � I� Ef� ED B TH C {� Ef� ED S �AB
<br /> �� COATONEENDTO � �1 � - �[�OOTHDOWELS � 0 �1 GRADE SECTI0 �1 A R �CESS SE�TlO �I g EDGE SECTI0 �1 c E E SE�TI0 �1 a EDGE SECTI0 �1 .
<br /> PREVENT BOND OR �
<br /> USE PLASTIC DOWEL �2"o.c. (SAWCUT ENDS, SCALE: N.T.S. — S280 SGALE: N.T.S. SCALE: 3 4"=1 '-0" " ' " " ' "
<br /> DO NOT SHEAR) PLACE - S280 � 1 S60 S 80 SCALE: 4 =1 —0 1 S60 S280 SCALE: 3/4 =1 —0 1 S60 S280 ���
<br /> SLEEVES PERPENDICULAR TO JT. •
<br /> AND HOLD IN PLACE W -
<br /> � � .
<br /> CNAIRS THAT PERMIT HOR.
<br /> �
<br /> MOVEMENT OF DOWEL �,, �
<br /> 1ST POUR 2ND PQUR
<br /> STEEL CQLUMN BY
<br /> i NOTE: � PEMB
<br /> AS AN ALTERNATIVE, SAWCUT OVER DOWEL PER TYP. SHRINKAGE � BASEPLATE BY PEMB,
<br /> JOINT (SJ) IN LIEU OF FORMED JOINT & BOND BREAKER _ - >
<br /> o � 1" DIA. ANCHOR BOLT PLACEMENT, SEE
<br /> PEMB LAYOUT,
<br /> N fi� -TRENCH FRAMING .
<br /> �
<br /> + ..
<br /> DOWEL JOINT , GRATING OVER ANCH4R BOLTS PER �
<br /> ' TRENCH, SEE PLAN S��� ANCHOR BOLT DETAIL �
<br /> J #4 X S � 12"O.C. W/ ��
<br /> 3'� MIN. THREADS EA. ONTROL JOINT S�80 TRENCH GRATING, 12" HOOK EA. END
<br /> MATCH WALL REINF. 1TT1���— �„ i„ ,
<br /> CLEARANCE � END W/ � X2� SQ. I S280 SEE P(AN
<br /> T �ti T WASHER & (2) HEX �� CONC. SLAB ON
<br /> SEALANT, PER SPEC HEAD NU A FINISH GRADE INI H GRADE NC. SLAB ON �
<br /> TS T CK GRAD� S E P N
<br /> CONC. WALL � , � � .
<br /> WHERE OCCURS --��� � � TOOLEp JOINT AT WELDED TO 80T. OF - GRADE, SEE PLAN
<br /> EXTERIOR SLABS ROD, 1`(P. �
<br /> I I I ' . � �. ,. �
<br /> AT WALL PROVIDE - �7��IIC� p �� � . . � ,, ' „ . w � . ., . �. � �, � ,.
<br /> CONSTRUCTION JOINT, a,
<br /> DOWEL W/ STD. I I I . � � P : .o .g � U �. � . . j � r� . ,
<br /> HOOK, EXTEND � � � SEE 6/5500 ANCHOR BOLT NOTES: � SLUPE 0.5� � . � g � b � � � p' '� � , p A, 4 A�O`i' SS
<br /> TO FAR SIDE OF ( � ( CONTINUE REINF. 1. TYPICAL ANCHOR BOLT DE1-AILS PER PEMB BOLT �S"�'°' ,. .:��� � � / - . . � . ��� . . _ : . � �
<br /> PLACEMENT LOCATIONS. _ � :' �� � �� �� � �� n „�>, � » �
<br /> i � i� � � �� A L 1 X 1 X 1 4 ,C O N T. L 4x 4 X O -6 W
<br /> WALL � ( TNROUGH JOINT . . . . . 1 .
<br /> . .
<br /> � A� � a ' � °� �� � . � � W/4� DIA. X � (2} Z DIA. EPDXY
<br /> 2. ANCHOR BQLTS MUST BE ASTM F1554, GRA,DE 36. ' � .
<br /> .
<br /> . .�.
<br /> � � � � , � p � � b : � Z 4) �5 R T S. ° : . � � , �' - HEADED STUDS � ANCHORS C� 4°O,C. TANK OUTER WALL.
<br /> � ` .
<br /> .. . , . 3. ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A - � �Tp 9 • �. b . . �/�p PASS CONT. THICK NED � D °
<br /> E =
<br /> �� ° �� � � � TEMPLATE. DQ NOT HAND SET ANCNQR BOLTS. o FO INF. n- BE D AT BOTfON 9 � " " ' ; . SLAB EDGE REINF. 18"O.C. W/ 4" EMBEDMENT. r;
<br /> ° � � ° � 4. PROVIDE ANCHOR BQLT NUT S AND WASHERS. � w � ° � ° / ° THROUGH PAD FTG. (4) ANGLES PER TOP OF a'
<br /> THIG E D SIAB w >�. �. (5) #6 CONT. x
<br /> f I ° . � EDGE, S (4) TIES � I � �� j � �� � a . (FOR REWF. C� TANK, SEE PLAN
<br /> CONC. SLAB ON �- .�ti �-- . - - - . . , 4 X 1J TIES C� EQUIPMENT PAD
<br /> �` . ., . , . THICKENED SLAB EDGE, # .
<br /> GRADE, SEE PLAN STD. LAP �O SEE�) 3" 12"O.C. '� '
<br /> 1 ST POUR 2ND POUR A f� C H 0 R B 0 �.T D ETA I � F —' s��a � _ �°-�" _ ���
<br /> SCALE: 3/4"=1 '-0" OS10 S28Q SEE PLAN �
<br /> CQNSTRUCTION JOINT
<br /> 1/8" OR 1/4" BASEPLATE BY PEMB, TA I V � �AT E R A L .
<br /> � �/��C ANCHOR BOLTS BY �`-�
<br /> SEALANT, ANCHOR BOLT DETAIL
<br /> ...,
<br /> PERSPEC S280 T C � CTIO � PAD FOOTI �IG SECTI0 �1 H TRE�ICH SECTIO �J � SUPPORT DETAI � K '
<br /> �� X/SXXX, PLACEMENT,
<br /> r.,�, SAWCUT, SEE NOTES SEE PEMB LAYOUT _- x
<br /> co�uMN gY Mg CAL . 3/4�'_ '-0" 1 S60 S280 SCALE: 3/4"=1 '-0" 1 S60 S28Q SCALE: 3/4"=1 '-0" 1 S60 S280 SCALE: N.T.S.
<br /> 1560 S280 �
<br /> �_ , , � .
<br /> p . .•. . e • � . . ' �
<br /> t� ' �I � . I
<br /> i. i i .
<br /> CONC. SLAB ON CONTINUE REWF. � �
<br /> GRADE, SEE PIAN THR�UGH JQINT ' j. � � , (3) TIES � 2"Q.C.
<br /> NOTES: ��° '
<br /> 3'-0" �`;�
<br /> 1. TO BE PIACED AS SOON AS CONC. IS HARD ENOUGH � _
<br /> SO THAT IT WILL NOT BE TORN OR DAMAGED (RAVEL) '� , �� �, � �4 S � • ISOLATION JOINT
<br /> BY TNE BLADE AND BEFORE INITIAL SHRINKAGE HAS �i � ° " �P
<br /> EQUIPMEf PAD,
<br /> STARTED. �. � CONC. SLAB QN
<br /> 2. USE EARLY ENTRY SAW WITH ANTI-RAVEL SKIP PLATE. � � �
<br /> 3. USE "SOFF-CUT" SAW OR ACCEPTED EQUIVALENT. 3° CLR. ° 6" T(p, SEE PLAN GRADE, SEE PLAN
<br /> � � 9 (6) �6 VERTS,
<br /> AROUND EQUIPMENT, SEE PLAN �
<br /> SHRINKAGE JOINT �� PROVioE sT�, 90" EQIJIPMENT ANCHORS � � ° � � � � ISOLAT30N JOINT
<br /> � � . ' � . .�, � b ,.,,__.�
<br /> 1/8" TO 1/4" � � `. HOOK TQP & BOTfOM — BY EQUIPMENT MFR. � ° � . .' D .'� �D . . � . � • , . . � . �. �' 4 , . D ��
<br /> 5 C� 12 O.C,
<br /> ' o z ISOLATION „ � � o fl . . � � � fl CONC. SLAB ON #
<br /> � .° � JOINT #5 @ 12 Q.C. EA. WAY � , . . � TOP & BOTTOM
<br /> a. " . GRADE w � CONC. SLAB ON � � . a� . . n �
<br /> GRADE, SEE PLAN
<br /> TOOLE JOINT � � � �- . � � �. � : . � �A ,' ,
<br /> - � � � a . �. �� � �.� .� � o.
<br /> � - _ � � . �" � CO�1C. SLAB ON GRADE, SEE PLAN . � ` °
<br /> �,N TERIO SLABS � - - � �
<br /> � _ _
<br /> . � � � �� o. �
<br /> � o � � � GRAQE, 5EE PLAN �.��-- = p o ,. � e � � . � o
<br /> . . � .
<br /> 0
<br /> a . . � � Q �' e ' � . . . �. . ' . . D o ' • ' 7
<br /> D ' ' �. � . . D . .p' '� � • D. Q .' �"
<br /> ' . . � � � CJ (OPTIONAL) - � . � � � � p " o o �,. � o �' o . ' � .
<br /> . .'• .. . .. . • , . . � .. � ' . _ ' . . � ' p , . • . p� ' . . . . , .. , ' . . . , ' . . , . . �. x
<br /> ➢ p
<br /> � , , � . . n ' . . D ' � o , . . . ' D t � • . Q . . ' U
<br /> �'
<br /> . . , . ' • '� �.�1as O �i' .u � � , , .'� �p'� .'p � D . fl �' � 4 ¢�. ' 7
<br /> � . d .. . -�.:A� � . �� . � �� �� ° R 6'-0" � 12"O.C. � . 9 �.. . . . p . : .� . .
<br /> ��
<br /> � #4 X
<br /> � fl �a n. �
<br /> � � , . A�. � r. (5) �5 EA. WAY TOP `�, n�.°-�--'-�s-'e. . . d. fl� �� � � :� � °�' � E . ' ' � #5 X L Q 12"Q.C. ALL TYP. � INTERFACE OF � . , � � �o. � p d � . � �� �� •
<br /> CONC. S�B ON D • :'fl . . . . �
<br /> GRADE, SEE PLAN CONTINUE R INF. o . .. , ° . . . � 1 AROUND PAD � b . � � a b ' � . � . � A •
<br /> ° & BOTTOM �
<br /> THROUGH J01 T -� ' � .r� " ' o ' ' ' '' � . BH K QUI MENT4PAD a � . . .� � ° �'
<br /> �. � �
<br /> N o � � . .o . � p .
<br /> TOOLED JOINT ;: � � � . � a� : � � . .�� coNc. s�ae oN �` �; � e. � Q � � p �. � °
<br /> � ~ . GRADE, SEE PLAN 1'-0" . 9 ° ... ° � � '° ° � 24" THICK EQUIPMENT
<br /> � � � � p4 � PAD, SEE PLAN
<br /> � ' , . . p� • , �. � .
<br /> J 0 I �l T D ETA I �.S � PRo��aE 6° NOOK CQNC. FOOTING,
<br /> �
<br /> SCALE: 3�4��=1 �-0" _ S2g0 � �A 1'-6" DIA. TOP & BOTTOM, TYP. SEE PLAN . ,
<br /> � 4�-°�� C 0 N C R ET E S �A B AT
<br /> COLU �I �I BASE SE�TION M � LA� STEP SECTI0 �1 �. EQUIP �IEI�T PAD SEGT 0 �1 � FOOTII� G SECTI0 �1 P E UIP �IEf�T PAD - �
<br /> „ � „ � Q
<br /> SCALE: 3/4 =1 —0 S450 S280 S�ALE: 3�4"=1 '-0" ��6Q 52gQ SCALE: 3/4"=1 '-0" 1 S60 S280 SCALE: 3/4"=1'-0" QS10 S28Q SCALE: 3 f 4"=1 '-0" 1 S60 S280 �
<br /> �
<br /> SYM REVISION BY APPROVED DATE SYM REiIS10N BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REviS1oN SYMBOL DATE �
<br /> ACCEPTABILIIY Mu�NeH 05.11.11 �pNCRETE DETAILS �
<br /> A WW�P - ISSUED FOR CONSTRUCTION - RECORD 10011818 URS FRANCO 11.14.12 THIS DESIGN AND/OR CHECKED 1 Q011818 05.11 .11 �
<br /> SPECIFICATION IS APPROVED FRANCO 05.11.11 sHE�r N
<br /> � E"ciNE T'T'-E WASTEWATER TREATMENT PLANT = -
<br /> APPROVED BY DEPT. DATE CHECK D 05.��.�1 ���� w
<br /> YOUNG 05.11.11 g 'r`
<br /> �111LD1�1� 45-Q8 y �
<br /> APPROVED J08 N0. COMP N0. o
<br /> FRANCO o5.�1_�� 10011818 �.,
<br /> APPROVED DWG N0. ~
<br /> TURscHM�o 05.11.11 STRUCTURAL MASTER EVERETT, WA �5—Ya—S28a •�
<br /> . _ _ .
<br />
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