|
rn , -
<br /> N � � �� 3 4 1 2 5
<br /> 6 3 4 1 2 5
<br /> x �I � � � EDGE OF OPENING
<br /> X � I / WHERE IT OCCURS �� '� .
<br /> � I � � /
<br /> o i _
<br /> ' / N _
<br /> LL� � �
<br /> II OPENING OR CENTER -
<br /> w / � OF TENDON TURN a1 b1 c1 � _ � _ _ _ _ _ _ _ _ - - � - N - - - - - - - - �
<br /> W1 A 28° �--- �, - - � _ - ,< - - - - - - - - U o
<br /> � BETWEEN 6&12 EQ EQ "' Z Q
<br /> � � �
<br /> ,
<br /> p � SLA�
<br /> � � I � � 1 1l4" � ���" 11" BULKHEAD �
<br /> � I � � � � . � a �<� a'� 1 1l4" 2 1/2" 2 1l2" 11° � �° �
<br /> � � a� � '� B� � � TRANSITION TENDON � cn �
<br /> v ' , � � a�a� �� ��°�� � °� � ,��� ��o � S5CP+DEAD END ASSEMBLY � � o
<br /> `-�-�-°-`-��-_'-- S5CP+STRESSING END ASSEMBLY � M �
<br /> m �i � o � � _-° -� a3 b3 c3 .
<br /> z °a " � � . ° A C g � � �� � �
<br /> v� �' � �� � z _ a �� i BULKHEAD � � _ C o
<br /> o _ N� `�-�-=-_- 2"GAP BETWEEN TENDONS i PT TENDON PER PLAN PT SLAB i 2 - -1� - - - - - - - I � �
<br /> W �___�---- � , a2 b2 c2 = _ - - - ; -� � �n >�a�
<br /> - I _ � �
<br /> � � J - - - - - - - � � � N �
<br /> a �„ I � � � � ��v�
<br /> +� a� v, �
<br /> W NOTE:WHERE TENDON TURN IS GREATER THAN 1:12 #4 HAIRPIN PLACED RADIALLY „
<br /> � SECTION A-A � NOTES: � � ��
<br /> a 1.KEEP TENDONS MIN.2"APART AT TURN TO HOLD TENDONS IN PLANE I L2 1.LOCATE ANCHOR AT BULKHEAD PER PROJECT PLANS ; L- z N
<br /> i i � 6 END CAP S5CP+ +r o co 3
<br /> Z 2. PLACE HAIRPIN PER 2 � � OF SLAB 28" I ' ' 5 STRAND(GREASED AND COATED) Z. INSTALL GROMMET FLUSH BETWEEN BULKHEAD AND � � 0 3
<br /> � I EE NOTE 1 ANCHOR FOR 71GHT SEAL.
<br /> � 7.01 7�� � � NOTES: � 4 MONOWEDGES TYPE 1.5
<br /> a i 3.S L I D E S L E E V E T I G H T A G A I N S T A N C H O R. B E S U R E N O B A R E �
<br /> TENDON HAIRPIN NOTE: 1.LOCATE ANCHOR AT BULKHEAD PER PROJECT PLANS. 3 GROMMET S5CP+
<br /> 3.MAXIMUM TENDON CURVATURE 5 STRAND GREASED AND COATED � STRAND iS EXPOSED.TAPE IF NECESSARY.
<br /> THE SPAN OF THE TRANSITION TENDON CHANGES FROM L1 AT IINE � ) 2. IF FABRICATED AT SHOP,WEDGES,GREASE CAP,AND I 2 PROTECTION SLEEVE S5CP+
<br /> SHALL BE LESS THAN 1:6 SLEEVE SHALL BE ASSEMBLED TIGHT TO ANCHOR 1 ANCHORAGE S5CP+ 4.AFTER POURING.AT TIME OF STRESSING,REMOVE
<br /> 4 MONOWEDGES TYPE 1.5
<br /> 1 TO L2 AT LINE 2.PLACE TRANSITION TENDON WITH ITS CONTROL I
<br /> SECTION B-B 3 END CAP S5CP+ 3. IF FIELD SEATING IS REQUIRED, BE SURE ALL COMPONENTS ITEM DESCRIPTION GROMMET AND INSERT WEDGES.
<br /> POINTS a3,b3 AND c3, EACH VARYING LINEARLY FROM 1 TO 2 2 PROTECTION SLEEVE S5CP+ � 5.AFTER STRESSING,CUT STRAND TO WITHIN 1/8"OF �
<br /> I BETWEEN THEIR RESPECTIVE VALUES AT 1 AND 2. 1 ANCHORAGE S5CP+ ARE TIGHT TO ANCHOR, BE SURE NO BARE STRAND IS END OF END CAP AND GREASE END CAP PRIOR TO
<br /> ; EXPOSED,TAPE IF NECESSARY
<br /> , INSERTING IT TIGHT AGAINST ANCHOR
<br /> � SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE:DE�CRIPTO"N i SCALE: 3/4"= 1'-0" 6.PATCH STRESSING POCKET PER PROJECT PLANS. �
<br /> 0
<br /> � 1 PLACEMENT FOR TURNS GREATER THAN 1 ,12 2 � TYPICAL HAIRPIN at TENDON TURNS 3 PLACEMENT IN SPANS OF VARYING LENGTH 4 ENCAPSULATED SYSTEM at DEAD END � 5 � ENCAPSULATED SYSTEM at STRESSING END � �����J �
<br /> � � ❑ � � w �.
<br /> �. 1�r� �
<br /> - - --- o � r;
<br /> i � :�; ,
<br /> 2'-0" EFFECTIVE LENGTH � Q ' x = ¢
<br /> �� - �v- -I�
<br /> � � � O �'/
<br /> � D1 ESS THA D2 D1 LESS D2 LESS D3 3'-0"MIN.STRAIGHT ; � ✓ � `,�
<br /> ' D2 THA THA SLAB EDG �, 6�`t,�L, �� .,
<br /> � EFFECTIVE OPENIN D2 D3 � �� , �' � , 2 1/2"CLR.
<br /> � TENDON TENDON � MAXIMUM CURVATURE 12 MIN. � � � �
<br /> I I ( I TYPICAL �
<br /> ; -- -- -- --- -- - - - - - -- � z \ � -' \ � .
<br /> � � � ( Iz ( - - - I I - - - - - I � 4 5 , \ � Q � � Q. I
<br /> � 12 � S7.01 S7.01 � � ,� �
<br /> � ( � � � � � � � � � �� � � � q� h � rno
<br /> i � � � / ��- � cv
<br /> ; I I � I I -- --__ ___� - - ---L --===___ _�-- � � ^ ` `� o � N
<br /> � 3��CLR.TYP. � -- - 1„CLR.TYP. -- �---�--- I I I I ! � � ``' �`�' co �
<br /> � i �• 3'-0" N o �
<br /> 3"CLR.TYP. 1"CLR.TYP. � � I � � � #4 AT 18"O.C. � �
<br /> 0 0
<br /> I I I I I I I TENDON � � - � \ , P.T.3X I
<br /> � , #4 RISER
<br /> TRIM BARS TRIM BARS � I
<br /> - � � - - - � �---
<br /> � #4
<br /> - I -- -�- N - I -- -' i o I 1 � I #4RISER
<br /> � / STEEL PIPE INSERTED 3"SLOPE
<br /> TENDO _ T T =
<br /> � I I � (SCHED.40)SHALL BE REQ. a a� ���a . �a a .d �_�' _' "' __-_---+�--
<br /> I I I I REINFORCING FOR MULTIPLE OPENINGS IN SLAB: ' 12 ' WHEN SLAB PENETRATION -". =--�---- "_9 m-� � --8--Q-----..:___,
<br /> IS WITHIN 45 BEARING ��a ° -_ a, ' " g� - � ° �� a a�° � � . �
<br /> INSERTS IN WHICH CLEAR DISTANCE BETWEEN OPENINGS IS LESS THAN THE DIAMETER OF THE LARGER � I� � � ` \ �� \ CONE OF TENDON � - ° ° a d� w" �^ ° ' ° °"a p O •
<br /> (1)#5 TOP&BOTT.TYP. (1)#5 TOP&BOTT.TYP. OF THE TWO ARE CONSIDERED TO FORM A COMBINED OPENING. � � � V � \ � � -•-�-==-*--- _-��. -�-*=;�-��-°--r-a=�=a+- �_ �
<br /> / / \ � PENETRATIONS FARTHER THAN 1.5 TIMES ANCHOR - I v� �
<br /> � �� �� 2 � �� � THE DIAMETER(D)OR WIDTH(W)BUT NOT a a � W w '
<br /> 1'-6"T Y P. 1'-6"T Y P. 1.I F T H E C O M B I N E D O P E N I N G I S L E S S T H A N 1'-0",N O T R I M B A R S A R E R E Q U I R E D. H A I R P I N S P E� LENGTHEN ANCHOR c� �
<br /> i 7.01 L E S S T H A N 1'-6"M I N.F R O M A N C H O R, D O N O T �
<br /> #4 RISER BOLT z U
<br /> � 2. IF THE COMBINED OPENING IS MORE THAN 1'-0", BUT LESS THAN 2'-0", REQUIRE STEEL PIPE INSERTED O p
<br /> ; PROVIDE(1)#5 T.&B.WITH 1'-0"EMBEDMENT PAST THE OPENING. P T S L A B&R E I N F. ¢ �
<br /> ; REINFORCING FOR OPENINGS IN SLAB,0'-10"TO 2'-0" ' WHERE TENDON CURVATURE PER PLAN o �
<br /> ' SINGLE OPENINGS OF SMALLER DIMENSION DO NOT REQUIRE TRIM BARS. 3.NO DIAGONAL BARS ARE REQUIRED. * EXCEEDS 1:12 SEE � NOTE: PENETRATION WITH DIMENSIONS GRERTER THAN � �
<br /> FOR OPENINGS OF LARGER DIMENSION AND MULTIPLE OPENINGS REFER TO � $ 3. IF COMBINED OPENING IS LARGER THAN 24"REFER TO 8 7.01 1'-0"REQUIRE TRIM REBAR PER 12 O w
<br /> 7.0 1 7.0 1 � 7.0 1 7,p� v �
<br /> ' SCALE: 3/4" = 1'-0° ' SCALE: 3/4" = 1'-0" SCALE: 3/4"= 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" z Q w
<br /> ;
<br /> 6 ', TRIM BARS atSLAB OPENINGS , 7� TRIM BARS atMULTIPLE SLAB OPENINGS � PLACEMENTatOPENINGS 24" OR LARGER 9❑ OPENINGS atTENDONANCHORAGE 10 SECTION �- �
<br /> _ � - � �
<br /> i �' w � �
<br /> PER ARCH. DRAWINGS � �� ~ N N
<br /> PLACE DISTRIBUTED TENDONS WHICH � o Q
<br /> #5 AT 12"O.C.ADD'L.NORMAL TO D=OUTSIDE DIAMETER ' FALL WITHIN THE LENGTHS OF TOP r- 2 #8 SUPPORT BARS � w =� � � `�" �
<br /> 24"MIN. � ) .- � ¢i M w � o o � o
<br /> I Typ (1)#5 X 4'-0" CONDUIT DIRECTION-STAGGER T.8�6. RE:NOTE 3 12"MIN. REBARS BELOW THE UPPERMOST TYPICAL AT DROP CAPS I � � o c� o m -
<br /> T.&B.TYPICAL � EXTEND 18"PAST LAST CONDUIT IF CROSSING,RE:NOTES 7,8&9 20 LAYER OF REBAR.PLACE REMAINDER I � (SUPPORT CHAIRS BEYOND) � . W cn � �
<br /> � S7.00 ; g OF DISTRIBUTED TENDONS AS SHOWN 1'-6". 1'-6". -� - i � _
<br /> ' i O N P L A N S. B A N D E D T E N D O N S o z a � w ' o 0 o W ,-
<br /> � � ( ' . a• � U.N.O. U.N.O. � -� w c� c n Y c� o c� a o
<br /> SLAB � � ° ° � -=-L -- -°- �s�-- mW -__- --__- � w , i PERPLAN
<br /> a z = � i /
<br /> � � _ � � � a F-
<br /> a
<br /> - - - - - g� , � � �
<br /> , � �
<br /> i a -- -- - �_ �� \
<br /> � � -- a - �
<br /> /
<br /> �� �� r° - -d- ---�- - - = vl � � I - -- -
<br /> 12 12 -� . . aT° I � o e
<br /> 1/3 PT I - -
<br /> �
<br /> I -- -
<br /> � �
<br /> a -� \ -
<br /> / i
<br /> „ � �
<br /> 11/2 CLR.TYP. -- - -- - -- --- --
<br /> 24" a - - - r--
<br /> �
<br /> T
<br /> � �
<br /> � a � � �
<br /> MIN.
<br /> z
<br /> i � .
<br /> � - t' �'
<br /> 36" LOCATE CONDUITS � / � sr I � _ _ p
<br /> o � OUTSIDE EDGE BETWEEN T.&B. � / D�. \ I • __ ___J �� •
<br /> _ Y
<br /> T 3D MIN. I
<br /> � � �
<br /> � w OF COLUMN �i
<br /> . REINFORCING cn o �
<br /> 1/3 PT � � 'L
<br /> c� . o
<br /> MIN SPACING - �
<br /> Z � ? a ; I I DROPCAP 3���� � I z BOTTOM REINF.PER PLAN fi � z � ;
<br /> I�I .
<br /> ; w � � � ; � � CONDUITS: � � HOOK AT SLAB EDGE, �/ r�� � �L- 3'-9"SQUARE �o '
<br /> a o N _ _ � - - - - - - - - I-�= _ GROUPS OF PLASTIC OR SHEET METAL ELECTRICAL CONDUITS MAY BE EMBEDDED IN THE SLAB TYPICAL � x
<br /> p _ L \ DROP CAP PER PLAN ��
<br /> PROVIDED THE FOLLOWING CRITERIAARE MET: �-� \ � o (1)#4 TOP&BOTTOM � L T 1 m o
<br /> 1. OUTSIDE DIAMETER DOES NOT EXCEED ONE THIRD OF THE SLAB THICKNESS. \ I M O° 1/4"M A X. P E N E T R A T I O N O F g �
<br /> I 1/3 PT ___ �SLAB EDGE 2. CENTER TO CENTER SPACWG OF THE CONDUITS IS NOT LESS THAN THREE(3)TIMES THE ' - - ---'�\- TYP.ADDED REINFORCEMENT U.N.O. COLUMN INTO DROP CAP �- --� � (TM P A LCH WAY, N o
<br /> � � OUTSIDE DIAMETER OF THE LARGEST CONDUIT. �
<br /> , MAX.DIMENSION REINFORCING I � CONC. COLUMN&REINF.
<br /> ; 3. ALL CONDUITS SHALL BE LOCATED WITHIN THE MIDDLE THIRD OF THE SLA6.CONDUITS TRIM BARS AT CANTILEVERED SLAB PER PLAN& 19/S6.01
<br /> � TENDON 1'-0"T01'-6° (1)#5 EACH SIDE i NOTES: GREATER THAN 1 1/2"OUTSIDE DIAMETER SHALL NOT BE PERMITTED. I � I
<br /> 1'-6"TO 2'-6" (1)#5 T.&B.,EACH SIDE 1.ALL OPENINGS LARGER THAN 4. CONDUITS SHALL NOT INTERRUPT THE POST TENSIONING TENDONS. I 6'-0"
<br /> 1'-0"SHALL BE TRIMMED AS SHOWN 5. COLUMN DROP CAP AREAS SHALL BE AVOIDED.RE: 12/S7A2.
<br /> j 2'-6"TO 5'-11" j (2)#5 @ 3"OC T.&B.,EACH SIDE 2.THESE BARS ARE IN ADDITION TO 6. ALUMINUM EMBEDMENTS ARE NOT PERMITTED.
<br /> i 6'-0"&LARGER ',� (4)#5 @ 3"OC T.&B.,EACH SIOE,U.N.O. REBAR SHOWN ON PLANS 7. CRIS-CROSS OF CONDUITS SHALL NOT EXTEND OUTSIDE OF MIDDLE THIRD OF SLAB ,
<br /> ! � 3.FOR MULTIPLE OPENINGS SEE � DEPTH. (1)#5 TOP&BOTTOM AS
<br /> i S7.01 8. CONDUIT INSTALLATION NOT MEETING THESE REQUIREMENTS SHALL NOT BE ALLOWED. SHOWN TYPICAL U.N.O. /E
<br /> NOTE: PT IS POST-TENSIONING ASSOCIATED WITH OPENING i 9. �NGLE CRISS CROSS ONLY.DOUBLE CRISS CROSS SHALI NOT BE PERMITTED.
<br /> ' � TRIM BARS AT REENTRANT CORNERS
<br /> j SCALE: 3/4" = 1'-0" � SCALE: NONE SCALE: NONE� SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"
<br /> ' i 11� ARRANGEMENT at OPENINGS 6'-0" OR LARGER � 12 TRIM BARS FOR OPENINGS AT SLAB EDGE , 13 CONDUIT GROUPS EMBEDDED IN SLAB 14 TRIM BARS at REENTRANT CORNERS & CANT. 15 TYP. INTERIOR COLUMN SECTION at DROP CAP
<br /> ,
<br /> 48"
<br /> �
<br /> - (1)#5 TOP&BOTTOM � � 3"DIA.INSULATION SLEEVE BLOCKOUT. IN � (
<br /> `r REGION OF POST TENSION TENDONS,USE i i #4 X 8'-0"AT 18"O.C.T.
<br /> 3"DIA.STD.PIPE(FILL W/INSULATION)
<br /> '� REMOVE INSULATION&REPLACE W/HIGH ' ANCHOR CASTING ANCHOR CASTING � .
<br /> ' STO.
<br /> _ ,
<br /> STRENGTH GROUT AFTER TENSIONING I „
<br /> - -� -� - - -/- - - - - - GROMMET GROMMET � #4 AT 18 O.C.
<br /> J
<br /> � � � ( �
<br /> � > 1/ v / #4 TOP&BOTTOM � � � #4 RISER �
<br /> � � � \ / \ / \ / TOP REINF.DO NOT WET SET,MAY BE
<br /> �, �� ADD BENTONITE STRIPAT BACKUP BARS ,� �, a STD.
<br /> I �C ^ /` � � {5)#5 AT 18 O.C. INSTALLED VERTICALLY AND FIELD 16 MIN. 16 MIN. I �- #4 CONT. �,
<br /> � I� UNDERGROUND LOCATION PER ;
<br /> � , �����X �v�C\ BOTTOM WATERPROOFING CONSULTANT BENT ONCE AFTER WALL POUR. ; �_ ___a a � T� �
<br /> OR BY OTHERS a. ! 4 ;a V 1 �
<br /> � � �/\x� � \� \� TOP5 X 12'-0"AT 18"O.C. � a ° a ,�.�;- - � "�/2��: ------ --� j --==4 a-�= •=-a-►-=°� ��,:_a ° ��
<br /> z I / %� �\ \ \ \ � ' . Q?4' 4 a �� �. �. _ _ � P a i ° ' a • �� '+"' q j .-i
<br /> � .� ,� v � z ��,a a °� a � �� � � O1
<br /> ¢ / \ I � � eO� I / _ ��°��.4 �ai� { ���i �� � ` V
<br /> � �/ �� \ � �� �� �� ; �2)#5 � - - - - - - - � a. i - - - - - NA � - - --� - NA � z T �� � �' 00
<br /> � , I / \ � \ \ \ �- - - - -'- - - - a I A - � � a � �-,
<br /> � I / � \ \ \ a° , ; � � � � � PT SLAB&REINF. �
<br /> i
<br /> � � � � � � � � a ; � NQ�
<br /> J
<br /> � / � � \ \ \ I • • ' - - ". �� a a � �- , BARE o � BARE ! w ; � �
<br /> I ` F- � � a , < a � -� i a PER PLAN
<br /> � ' � � � � � � o ;, - ��, STRESSING TAIL -- - - STRESSING TAIL � � ° -
<br /> � , � � _ I \ N -_ _, _ i � � � � �
<br /> � . ; I ; �
<br /> �
<br /> w ' � �� T , ( BOTfOM RE►NF. 4'-0". � a.-'
<br /> IL � � �
<br /> � ' I � � �" GREASED AND CHAIR GREASED AND 1/2 T I �--�
<br /> I SMOOTH TROWEI.FINISH PLASTIC WRAPPED FORM FORM � � r-+ �
<br /> f° ' I PLUS(2)LAYERS OF 15 LB. PLASTIC WRAPPED N 4�
<br /> � ' I I , STRAND STRAN � SCALE: 3/4"= 1'-0" � � �. �
<br /> � ', FELT PROVIDE 4'SMOOTH NAIL TO FORM HAIRPIN&ADD L. NAIL TO FORM N w
<br /> � � . BEARINGSURFACEWITH REBAR � 20 TYPICAL SECTION at SOFFIT STEP
<br /> � �' BOND BREAKER. '
<br /> a�
<br /> � ' �
<br /> � _ '
<br /> � U � � ��
<br /> �n o ' %EV '�
<br /> � c
<br /> � � SCALE: 3/4" = 1'-0" SCALE: 3/4"= 1'-0" I
<br /> � SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0"
<br /> N � 16 TRIM BARS at SUPPORTED SLAB EDGES 7' TEMPORARY RELEASE JOINT ' 18 STRESSING END FOR DISTRIBUTED TENDONS ; ; 19 STRESSING END FOR BANDED TENDONS ; ' �
<br /> M C.� I � �_
<br />
|