|
_ , _
<br /> AS REQ'D . �
<br /> AS REQ'D
<br /> AS REQ'D
<br /> 1'-2° 2'-0" 1'-2"
<br /> AS REQ'D + �
<br /> I��� 1'-2" 4'-0" 1'_2" ALUM.PL(SHOWN) r� #5@12"OC T&B,EW � #6 @ 12"OC,EW,TOP #5@12"OC T&B,EW 1 2 ALUM LID 4'-0" 1'-2" ?• �
<br /> @�ALUM L� 1 D #6 @ 1 2"O C D O W E L S E T I N OR STL PL L� @TypLEq SIDE G 3 #5@ 1 2"O C T&B,E W S300 (STD HOOK AT TRANSVERSE BARS) � �TYP EA SIDE S T E E L L I D(S H O W N),S E E
<br /> TY EA SIDE � STEEL LID(SHOWN),SEE DETAIL HILITI HIT-HY 200-R � � S500-15 , , „ , EXISTING SLAB DETAIL 51S500-15 OR ALUM, EXiSTIN�SLAB
<br /> EXISTING 51S500-15 OR ALUM.HATCHED LID, AS REQ D , 4 -4 , AS REQ D
<br /> S500-1 6 3I4°EMBED(TYP) S500-15 S500-15 EXISTING SLAB ON ON GRADE(TYP) S500-15 HATCHED LID,SEE DETAIL ON GftADE(TYP)
<br /> S�?B � � SEE DETAIL 71S500-15 � - GRADE(TYP) �„ m 71S500-15
<br /> � . . .. . , .. _ _ , - . , ._. , . a. -
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<br /> @ �- I �— a 4 . . , - •a
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<br /> _ — . � °� °a .�' A _ .4�;�,^^
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<br /> � �I—I ° . TYP EA SIDE - , - 1= }. �� _ , _ — — a . _ , - -�...��- = I � — — �..�: •- d° . �, .
<br /> . ' y I -1 I,. . : -��-.� � I I—I I I- - S500-15 (I I a����
<br /> �' 12"OC T&B EW - � -I I I I � � q ���I 1=i I I_" -�. tr;,. .a-._ �.,a� , _a--i i�l—I� � I-- - a o a :` �.o . < N � . �� _ $ -� — - - - . �
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<br /> '� ' 4 : �a � S500-15 _ - �,-��-� "- o _ -���,��°', = ",d. ,., > � , , ��—�� _ � �' = I _,' . - � c� . , I — �� �� _ -I �_ �4 . . , ' � - .'a-
<br /> � �m _ � � -i�_ � �, ROUGHEN T0114 MIN, _—I � ..� I ,—. #6 @ 12 OC DOWELS SET W HILITI HIT- o ROUGHENED SURFACE ��. � . `e a . . < � . I I I,�#6 12"QC DOWEL SET IN
<br /> � ROUGHENEDSURFACE - � � �� , a . - - � „ ° ,,, � .P CC ��•'�
<br /> � � � �� � - TO MIN 1I4"AMPLITUDE . . - S500-15 ;, _ _ #6 @ 12 OC DOWEL SET IN � o AMPLITUDE(TYP,EXCEPT AT ° a . ; N ,A - °. '�'° =� HY 200-R.EMBED 6 (TYP) - TO MIN 114 AMPLITUDE � ,- _ _ N � �_ HILITI HIT-HY 200-R � ' '
<br /> N D S FACE � � a-e' . � � - ILITI HI -HY 200-R � . ' � »Q �- , :� .�•°: • . � � - .- • .
<br /> � ROUGHE E UR � . - , , H T v WATERSTOP) _ , , WATERSTOP(TYP) (TYP) �_ , 8 � . 6 314"EMBED(TYP)
<br /> TO MIN 114 AMPLITUD� - - a�a ,. . _ .- - _ � �_ - - , a _ . a �. • 4�_ .., , a °
<br /> r d• � • #5 12"OC EW T&B ' ��P� d : 6 314"EMBED(TYP) _ ,,. _ � _ .
<br /> (TYP EXCEPT @ WATER STOP) _ � @ � � . a . Q - . :p_ - _ � - - , � �a.• - - 4 . - •-; d_ � � � - -, � •� ° . . a e,_ '. '�'
<br /> #5 @ 12"OC,EW,EF . a� . � •-� . d. • =a" , •4 " _ _ ��" _ Q . _ - ° , a"°. .°
<br /> - ' cV � � . � ._ .° . '. � ' , d Q4 '. �y �� (+ o #6 @ 6"OC,EW,BOT °. - - - : ' 4- . , °�° O , , =.�pa i -� d , ., _ . .
<br /> . _I -•d . 4 , - " a a it5 @�2 Oli,EF(TYP) . � - � - . _ . . _ .-
<br /> - � c� _ < �- Q � , A_ - - - - - - (STD HOOK AT TRANSVERSE BARS) . ,°a . . ".�-°• a:4 " .`"'��- , d �� � a. � a`, : �a �. � . . - "`�� .�.a� #5 @ 12"OC,EF(TYP) .
<br /> I w.-°� . �� �" #5 @ 12 OC TOP e _
<br /> _ , . , a . °_� _ 4. _ _, #5 @ 12"OC TOP ° ° - a,�'. ' _ ' �� � • a - , - , _ - " °� � - (2)#5 @ EA FACE,EA SIDE(TYP)OR _ . - - - '� ° ��". _� - " - - . .•
<br /> ..'• _ _ d=. ° <
<br /> � WATERSTOP(TYP) °.a ° _ a, - � : �-- -' " ' �'� . a� � � -�I I 1-1 I I�I I i' M � �� d - a
<br /> < a . .,
<br /> , _ I I I_ � e #5 @ 12 OC TOP I I I I I I-I I - (3)�5 @ EA FACE,EA SIDE AT SIM �.,, � -� ��—� ��-��� �
<br /> . .�e a� < . . , ��
<br /> � .. ..: . - � ,_ q A . - —i i�—� c> ��—�i�—� �,
<br /> � '- "' �•� "J • ' '
<br /> �=1 I I�;,i #5 U-BARS @ 12"AS SHOWN �� #5 U-BARS @ 12" S SHOWN (3)#5 @ TOP& OT. #5 U-BARS @ 12"AS SHOWN #5 @ 12"OC,T&B
<br /> �,r, � #5 @ 12 OC,T&B �,_2„ 2�_�° ��_2��
<br /> OPTION 1•POUR BACK NOTE;PULSE PLATE NOT SHOWN
<br /> OPTION 1•POUR 6ACK
<br /> OPTION 1•POUR BACK FOR CLARITY
<br /> SECTION — 4'x4' TREN�H A �'-°° 2'_°° �' °" ,
<br /> 5'-4" 2", 1'-0° 4'-0" , 1'-0,� 2�, ,. �
<br /> 2„ 2" - � .
<br /> SCALE: 1/2"=1'-0" TNS10-19 1S60-19 S300 MIN MIN I t
<br /> rj #6 @ 12"OC,EW;TOP(STD STEEL LID(SHOWN),SEE � •
<br /> TNS10-24 1 S60-24 7 ALUM.PL(SHOWN),SEE 2 HOOK AT TRANSVERSE BARS) @ ALUM LID DETAIL 51S500-15 0R ALUM,
<br /> S301 S500-13 DETAIL 41S500-13 OR STL � S300 � TYP EA SIDE HATCHED LID,SEE DETAIL
<br /> S500-15 6° ��_2° 2�_0�� ��_2�� 6��
<br /> EXISTING SLAB ON S500-15 PL,SEE DETAIL 51S500-13 S500-15 � EXISTING SLAB ON GRADE(TYP) S500-15 71S500-15 EXISTING SLAB ON GRADE(TYP) �
<br /> (4)HOLES FOR COUNTERSUNK ANCHOR GRADE(TYP) � � ,_ �
<br /> �
<br /> BOLTS - , _, , � . - � .
<br /> �
<br /> (AS REQ'D BY TOOLING MANUFACTURER) - °� �°< � : '° � _ � � � � - � ^ � c �- ,
<br /> !'- • I ^�,. � � V a� d=d" � °� ' Q 'Q . ,�1
<br /> . - :: 01' , _ . � .d - � . , . � 0 � .
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<br /> �= � �.a a ' .-, ,q . � : �� - a.� .a�a ,..�� ..o ,,a.� ..�, 'a�-, �°o o \ STL LID -� �
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<br /> a a � � � � '..
<br /> _ , ; ,
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<br /> .al-,
<br /> EMBEDDED STEEL PL 1112"x �� ; ; � � =a � ,�- @ STL LID � ,,;� <� � _ a� —,,,—���
<br /> � � @
<br /> EPDXY GROUT ..: ..: <:, ,,.. _- . - -. . �G _ '�� ;, a a . . �..a-- � ,4 . d
<br /> , 21"DIA. 50KSI _ - ,i i—i i - �: �..a. _. . 4 (TYP EA SIDE) ° :. ;= ;a i i i—i i -- �I=I I I a s- °, ° ;� . - _ .,. _ .. . �° I I i=�I I� �� � :- �.. � �. a nP EA SIDE �. .• : : , . I I I=I I I�: �
<br /> SEE CIS298 . '.. � ) �� :g - .� _ 4 . , � GHEN -i i �- -, � r� . . ; . i i � „ �� - � ''-1 _ �� � ROUGHENED SURFACE " �I I-
<br /> . (VERIFY WI TOOLING = ROUGHFNED SURFACEI= �� : � °�=�' °� S500-15 � �� ,-a- � � I i I I I_ o "' ROU T0114 MIN. _�;� � ��. � � � ; ; ," ., -. . . ., - ��.;,i-r- #6 x 2-8 @ 12 OC DOWELS SET IN o #6x18"x18"HK BARS @ 12"OC � ;� �4 a �, 5500-15 � a ,� .;
<br /> MANUFACTURER � " PLITUDE �� �- `_' - ' �9� -� �� -' --U`� AMPLITUDE(TYP,EXCEPT AT �� e �:. a - = � ' °, b,� -� � "' HILI71 HIT-HY 200-R � IN HILTI-HY 200-R EPDXY. EMBED . . _, TO MIN 114 AMPLITUDE - _�� a.a " °�� r . ,
<br /> ) _ TO MIN 114 AM �.a •.- �a. .�=,.� �, N , ae, ; .-; � ii �� � N WATERSTOP) . 4. N - - < �� ) �i _ a , �-� �� � ". �. - , ..
<br /> ��P� . #6x18 x18 HK BARS @ 12 OC ., ., EMBED 6' TYP 8 @ MID-DEPTH OF SLAB(TYP) a� .., - ; (TYP} " � ,-a :�
<br /> � . �4; : . ° •-. :, �: IN HILTI-HY 200-R EPDXY. ' ° � � � .� ' -'a = - - . , a - °. �
<br /> _ ; a . , . � °_�." '. ; Q'., EMBED 8"@ MID-DEPTH OF SLAB(TYP) .4 •u � . ; �. - . `; < . WATERSTOP(TYP) ' ., � .• = .,•�-, ; 4° _ - . " , . • .,- , •a' _ �°�
<br /> - ' .9 4 • ' _
<br /> _ ,- -,. � _a. .� ��� �:°� a -a< � � o #6 6"OC,EW,BOT - � : � � ° ° dq ���-�<,�"- � . . , < - . o _ . : - . � � _ ,- --.� �e, a,.,�,; ..�-. . ; -� . . �
<br /> , , ,. - � �� �� �� (3)#5 @ EA FACE,EA SIDE(TYP)
<br /> o � aa �.<;,a' a; y _ . . . °�a @ . - - a=4 "4 � ae. '�= �'�I "� 2 #5 EA FACE EA SIDE TYP - '� :-: =a 4 a.. .�a °��. ��a .. ;...a- . :, � � � �aa ';. _ .. .
<br /> / - . � � ° � #5 @ 12 OC,EF,EA SIDE(TYP) (STD HOOK AT TRANSVERSE BARS) � . _ - , a . �; � ) @ � � ) �e , 4 , ;
<br /> E ���` ��` � a �� ` e �" , ° .'. " , n,.a . . '
<br /> ,4 '.a. � � <a• _a • - ' .: -
<br /> a • ' � a d_ • . 4 �� i I I I I I I I I I I 'I I I a 4.
<br /> S30� / a I I I—I I.I— I �— i -.� . .' c� —�
<br /> n5 @ 12"OC TOP o, �—���=I I i �.�, � #5 @ 12"OC TOP I I"�(I I', I I I^p #5 @ 12"OC TOP �, -� ��- .,
<br /> #5 U-BARS @ 12"AS SHOWN (3)#5 @ TOP&BOT. (3)#5 @ TOP&BOT. #5 U-BARS @ 12"RS SHOWN (7)#5 @ TOP&BOT,
<br /> #5 U-BARS @ 12"AS SHOWN
<br /> OPTION 2•NO POUR�ACK
<br /> OPTION 2�NO POUR BACK OPTION 2•NO POUR BACK
<br /> •. :::.
<br /> ..,.,.
<br /> INDcX PIN HOLE � NOTE , , '
<br /> BY TOOLING MANUFACTURER VERIFY DIMENSIONS OF CONCRETE r
<br /> � ) DEPRESSION WITN TOOLING MANUFACTURER
<br /> — S CTION — 2'x2° TR NC�I B S �TI�N — 2'x2' T N�H W C�N� S�FFI� � S C�ION — 4'x2' T NCH D �
<br /> PLAN W�J iNDEX PLATE �
<br /> SCALE; 1 1/2" =1'-0" 1S60-19 S300 SCALE: 3/4"=1'-0" 1S60-19 TNS10-19 S300 SCALE: 3l4"= 1'-0" S301 TNS10-19 S300 SCALE: 3/4"=1'-0" 1S60-19 TNS10-19 S300
<br /> 1S60-24 1S60-24 TN510-24 1S60-24 TNS10-24 1S60-24 TNS10-24 �'
<br /> S500-13
<br /> S301
<br /> STL TRENCH LID OR ALUMN HATCHED LID
<br /> , AS REQ'D 1'-2" 1f$" (S�E PLAN) �.
<br /> PP BTWN HSS& �
<br /> :.•:.
<br /> (4)ANCHOR BOLTS(NOT SHOWN) #5@12"OC T&B,EW EMBEDDED ANGLE - . �
<br /> (BY TOOLING MANUFACTURER) 114 � , r
<br /> ,F. , .' '
<br /> 112"GAP L5x3 TO BENT :-0 -�. .a-- -
<br /> INDEX PIN HOLE(BY TOOLING MANUFACTURER) EXISTING SLAB REFER TO PLAN FOR LID TYPE 5116 PLATE - ` ` ; °�- � �
<br /> � LIQUID TWO-COMPONENT EPDXY GROUT WITHOUT ADDED AGGREGATE. ON GRADE o � "_�, , ; � � � a ,
<br /> STE�L PL1112"(BY TOOLING MINIMUM COMPRESSIVE STRENGTH=8,000 PSI @ 28 DAYS. . : - - -� � a. = ��--- EMBED ANGLE TYP 3 SIDES }- 1/4 , d-. � -a �
<br /> MASTERFLOW 647 BY BASF,OR EQUAL(BY TOOLING MANUFACTURER) � � ;a _ , � i � a� °
<br /> MANUFACTURER) _ " .-, . , -a _ - - � _ � - -
<br /> � � � " Q a _ - ` � — --- � • 4 .
<br /> � . C.—.— . , � a d O a, a /
<br /> AT REWFORCED SlA6,SAWCUT 2"DEEP �,o �- - -' � ��• '� . �•�'a � OPP i � � o " " �
<br /> - � --� _ � � = � STD HOOK
<br /> EXISTING SLAB ON GRADE,SEE PLAN TO DETERMWE IF ""'
<br /> �.. �
<br /> MAYJMUM,CUT REINFORCING AS REQ'D SLAB IS REINFORCED OR UNRIENFORCED 4 � 4 � a�l • •"" ° 9 AND HSS 8x4x518 (TOP FLUSH WI HORIZ LEG i � - EMBED o � �' A :a a'. <� _ �- , - ,
<br /> I I � 'i�- _�° .-,°�°:- :�= OF L5x3,SEE PARTIAL TUNNEL PLAN FOR -� o = ANGLE r;, , - e a ;�a � � �- ., , .a ;
<br /> � #5 12"OC DOWELS SET ' N ,° -a �' . - °°, , ;� d,, :
<br /> @ S500-15 LOCATIONS) 9„ STD HOOK ", °� " � ' ` � ° . �° ' .
<br /> ' w : - .
<br /> , e.
<br /> N ¢ IN HILTI HIT-HY 200-R EPDXY �,� �. . - a, a,° � , , .
<br /> - , .. . -� • 6-314"EM a �a' �� BENT PLATE 318"x10"x10"x10"WI �- < °°' � ' � . �
<br /> -. � ,, ; _ _. . . , .
<br /> � BED .
<br /> . , e ,s.
<br /> , ,. . � _ , .. . , . � , .
<br /> �_ , , , .
<br /> < ` �- : � ,°� ;. ; .._ . . - . . o (2)-314"DIA x 6"LG HEADED STUDS EACH - . , ° � �,� � ��° . B ° .
<br /> �, .. �- �a a�= , r .
<br /> � a � ' a r.= : _ - �' .�. �- LEGAT CORNER LOCATION OR . � ..'4� �- �. . _ �° a- °=. , . .
<br /> ; , <, . � . °- :. � . - - . . . . . < .° �
<br /> ' ' � : 4 :. 11 II il II II b " " � � 4 a a-a`da� O a d -,• '� , a�
<br /> �STING SLAB REINrORCEMENT AT � . ° � _ - - �, , NOTE; �, ROUGHEN T0114 MIN. ° �� -°A ": � < , �- PL318 x10 x10 wl(4)-314 DIA x 6 LG - - � -
<br /> r � � - .. 'e . . 'd :, ' � , °a%.� A �� ' � .. .�
<br /> } PROVIDE SET SCREWS OR OTHER MEANS OF LEVELING AMPLITUDE(TYP) ��-°�;� �. SEE TRENCH SECTION HEADED STUDS(FLUSH WI EMBED ANGLE) ..
<br /> REINFORCED SLAB,SEE PL4N) PLATE PRIOR TO GROUTING(NOT SHOWN). .qd',.°�;._ a�.,. � - � _' , FOR REINFORCEMENT �4 � � - - " _ '
<br /> EDGE OF WALL
<br /> STEEL PL 114"AS REQ'D(BY TOOLING MANUFACTURER) a'-��i i�I I i� AT INTERSECTION -� I I, , �
<br /> REINFORCING LAP SPLICE,SEE GENERAL NOTES
<br /> WATER STOP
<br /> �;
<br /> — SECTI�N — TYP END �F TRENC�I F TYP T�ENCH INTERSECTlON D T�IL 2 TYP WALL REINF. INTERSE�TlON 3
<br /> SECTION W�J I�DEX PLATE E
<br /> SCALE: 1 1/2"=1'-0° S300 S300 SCALE; 314"= 1'-0° 1560-19 TNS10-19 S300 SCALE: 3/4"=1'-0" TNS10-19 S300 SCALE: 1"=1'-0" S300 `�•
<br /> 1S60-24 TNS10-24 TNS10-24 :.
<br /> ,,:
<br /> r • .
<br /> , 1'-4" , 4'-0" 1'-2° �
<br /> , AS REQ'D EXISTING SLAB ON GRADE(TYP)
<br /> @ ALUM LID 7 7�$ +� @ STL LID STEEL LI (SHOWN),SEE DETAIL
<br /> TYP EA SIDE 5 TYP EA SIDE 51S500-15 OR ALUM.HATCHED LID, �
<br /> SEE DET IL 71S500-15
<br /> ` ..- � . .� �. . - . e � , � DRIL 5@12"0 C # @ 12"OC,EW,T&B , , �
<br /> e... a � - -� • " . < . -° '
<br /> .-,a- - _ , .Q ,� ; _, S50015 5
<br /> °- " a 4 - 4 "P a � a 4�_ .� '� • • . : P • . . • • _ - __.'—
<br /> . . : ,- .; • � .Q Q a ,. � . ----
<br /> L5x3x318 x 2'-9118"LLV WI(3)112"DIA x 7"LONG L&EPDXY# 0 1 2'
<br /> °,, . �-Q �. .� ;- . -. a a . - ,- WITH 8 EMBEDMENT . - SCALE 1/2" - ,
<br /> _ . . �� �
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