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<br /> �-�� --�.
<br /> � 1 2 3 4 � S3.00 5 6 6. 1 7 ) � 8 ' Post Tension Slab Notes and Legend
<br /> � � � Note: i .
<br /> x
<br /> � I I I i 3 I I I I ARE TYp�ON CUTS i
<br /> 5157.01 CONCRETE ELEVATION AND OTHER LEGENDS: ;
<br /> w ; 149'-0" STRESSING END '
<br /> w i �.... 18'-6" . _ i 28'-31/2" � �8'-3" i .... 17'-41/4" i 16'-103/4�� i i 30'-43/4". �9'-33/4" . i i o
<br /> � ; � DEAD END 4/S7.01 ,%-�- TOP OF P.T.SLAB ELEVATION I V
<br /> Z ao
<br /> � TOC XX Q
<br /> � BOC XX
<br /> ------
<br /> � ; SOFFIT EL ION
<br /> i � EVAT .
<br /> zI i. i 1. i i. � i i � .. i ,� �
<br /> ,
<br /> _
<br /> _.
<br /> � j 6� ADDED TENDON ANCHOR � LL
<br /> I 6.0 � --
<br /> � I � � _ � _ � _ � _ � ! _ _ � _ � /-� TOP OF CONCRETE ELEVATION , i- � o
<br /> Q I � "' "' ' "' "' "' "' "' CB-X=CONCRETE BEAM � TOC XX � M �
<br /> m � ,� � '�' `�' � (8)BANDED TENDONS `�' `�' � �' �' '
<br /> � � / J \ - - - - - - �- � � � � � i � i i � � a _ � _ � - - - _ � (REFER TO SCHEDULE) � C .� �
<br /> Z ; � a a a a� � � G`° CONCRETECOLUMN �� c� o
<br /> � � ��� d , tr a � ,� � _ INDICATES POUR S . '; �%, ,, �� .� REFER TO 8/S6:01 W a� � .
<br /> �
<br /> o � �� 5.5' a 5�� 5,� 5�� i 5" 5" i 5" [�} i 5�� 5�� 5" 5�� � 5�� 5„ 1% � i / ( � i � HOLDOWN-SEE SCHEDULE ON S1.30 _ � � _
<br /> TRIP
<br /> Q ( i� a \ a i_ � A N D S H E A R W A L C A N D H O L D O W N � o N �
<br /> a ; � °. . - a a. . , . _ a. NG ,Z.� P L A N S X.X X-S H O W N H A L F T O N E F O R � � n�v,
<br /> t,u � � �, t i i i � i i i I � INDICATES OVERFRAMI +' a� v �
<br /> � _ ', _ �r, 'T.O.C. 140.40' =�, ;r, a ;�, ;r, ��, (RE:PLAN FOR SPEC.) , ` , REFERENCE ON THIS PLAN � � ��
<br /> 1
<br /> � I �'��. M �'I 3 � � N O O N B.O.C. 139.73� N N N I O O ~ � I � � � � L
<br /> I CV �`6.0 ' N ++ O GO 3
<br /> � i � ! �6�� , � � TYP.AT DRAIN i o o i o o i i � � � � i � � ��.� � 1 1/4" DIST FROM SOFFIT TO CGS � � `" �
<br /> i I a, �, �
<br /> a. � ��, � T.O.C. 140.65' � �
<br /> WALL INDICATIONS r
<br /> ' � �i T.O.C. 140.65' i i i � i B.O.C. 139.73' � ( I p� �
<br /> , B.O.C. 139.73'. 3"STEP TYP. � .. � 3°STEP TYP. I � CONC WALL ABOVE ` C.�
<br /> I �. �
<br /> ' I I I � - T.O.C. 140.65' - T.O.C. 140.65 - - �_ � � r � ° °
<br /> � � � � i B.O.C. 139.73' � B.O.C. 139.73'..-� - -.- -
<br /> ao � r � CONC WALL LOW L - - - -
<br /> � ti � �
<br /> - - - � 12J5�� 2,� � � 8.75" 2,. � 8.75" 2,� . O° � � 8.75" � � � � � --------
<br /> ` BE
<br /> '�� 5.5" -- �-+-- 3„- - � 12.75" 1.25" ' ' \ 1.25" L ' - ' ' � �----- -
<br /> T.O.C. 140.90' -- - - -
<br /> --- J 5.5' ---�
<br /> 0
<br /> � H � - - - - - � i _. •_ � - -- __ � - - - - - � LI i LIGHT FRM ABOVE --�._ _
<br /> �� \ � SR-A3 . �� 2 11' �� � � � �! � � �� � C Z - Z � � � .
<br /> ---r-••---
<br /> , B.O.C. 139.73' � � SR-A3 SR-A3 11'-0 SR-A3 SR-A3 12.75" �' 7' �� CONC BM BELOW ���l N �
<br /> ��� T.O.C. 140.65' � j i , T.O.C. 140.90' � ti CB-1 .�� ��� 1�� �
<br /> �� ° B.O. . 139.73' i (26)BANDED TENDONS �� i TO GRID 4 i i B.O.C. 139.73' � i °O o �v �' �1 '�' o �
<br /> ° � I o o,� v`JY�'_ �
<br /> ' 14"PT SLAB ; , , I. ( �
<br /> T.O.C. 140.40 ; � : M -
<br /> i. W/STUD RAILS i ; ' 1. ALL CONCRETE FOR POST TENSIONED SLABS.REFER TO STRUCTURAL NOTES SECTION 03204 ON SHEET.S1.00 FOR fc PRIOR � � �r� ��,�
<br /> T.O.C. 140.90' B.O.C. 139.73' w :�
<br /> SLOPE VARIES � � � � � � I 3„ TO STRESSING AND SECTION 03100 AT 28 DAYS. REFER TO STRUCTURAL NOTES 03201-03206 FOR ADDIT►ONAL INFORMATION. �� ti,
<br /> I . B.O.C. 139.73' i ': TYP.AT DRAIN 2. TENDON ELEVATIONS INDICATED ARE MEASl1F�ED FROM BOTTOM OF SLAB TO C.G.S.OF 1!2"DIAMETER TENDON. NOTE: ✓�,<�
<br /> RE:ARGHITECT i u;,. . ..
<br /> � � 4�� � ,� L,
<br /> , � �
<br /> U ,
<br /> , : � i � ; � � � �� i� � � � � � � � �� TENDON ELEbATIONS MARK D WITH AN A . 17 3/ RE ME FROM BOTTOM OF D D SOFFIT TO C.G.S. �v � `� ��;
<br /> E STERISK(IE 4 )A ASURED ROPPE L��
<br /> _ �. Q N N N I , N N i i N N � . . . OF 1/2'DIAMETER TENDON.
<br /> ' � � I I � � 3. STRESS TENDONS ACCORDING TO STRUCTURAL NOTES SECTION 03201*03206 ON SHEET S1.00-DISTRIBUTED FIRST.
<br /> , �" ' 8'-0"SQUARE OPENIN � � � ! I
<br /> 4. REBAR PARALLEL TO BANDED TENDONS SHALL BE TOP BARS AT UPPER MAT.REBAR PERPENDICULAR TO BANDED TENDONS
<br /> i N � ' FOR TOWER CRANE � ' ' � SHALL BE TOP BARS AT LOWER MAT. ,
<br /> ��
<br /> �
<br /> � - RE: 16/S7.02 � .
<br /> 3 I I, 5. DASHED LINES�NDICATE CONCRETE WALLS AND COLUMNS BELOW THIS LEVEL,SOLID LINES INDICATE CONCRETE WALLS i !
<br /> T.O.C. 140.40' � ' o o I ! AND COLUMN ABOVE THIS LEVEL. oi oI j
<br /> B.O.C. 139.73' � � T.O.C. 140.65' � ' � � �. I ( 8"CMU WALL t�W- rn rn rn o o' '
<br /> , -
<br /> I 6. REFER TO SHEETS S7.00-S7.02 FOR TYPICAL DETAILS. i
<br /> � c�
<br /> I. B O.C. 139.73' �- o
<br /> TYP.AT DRAIN ; � .... � � I RE. . P. SLAB OPENINGS;RE:DETALS 5-8,11-131S7:01. � c`°•i � � o� o f
<br /> I �S6 03,TY
<br /> 7. � �
<br /> �� 3 STEP � i � 8. RE:SHEET S7.01 FOR CURVED TENDON CONDITIONS. I � o, � ,=� r,� i
<br /> � _ _ TYP. _ = I I = I
<br /> ;r, � � i � � � � I ,r, 9. RE: 121 S7.02 FOR PENETRATIONS AT COLUMNS. o o .- o o �
<br /> '� �.i 28 BANDED TENDONS r: � � r: "
<br /> N 10. RE: F
<br /> � )
<br /> �
<br /> 91 S7.01 OR OPENINGS AT TENDON ANCHORAGE.
<br /> -.
<br /> w r- oo � Qo , oo _ _ _
<br /> ;�� i 5.5�� � 3., 12.75" �- 1.25 ,- 12.75�� 2„ ; 12.75" 2�� j 12.75' 2�� , 12.75 � � 1.25" � 12.75" �- 2.75" I N I 7 /,--
<br /> G � - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - -
<br /> � G o
<br /> ��� � SR- A ' - - i i SR-8A5 � �' �� � w
<br /> $ 5 SR-8A6 SRO.C. 140.90' SR A3 SR-8A6 � � � 1 � C+��„! Da�� SChedu�e U � � '
<br /> � � � � . . 3" � . . � . . i � . . � . i B.O.C. 139.73' � i � �� i O z �� � � . �
<br /> � TYPE NO o STUDS LENGTH NETRATIO - O �
<br /> - _ - . S >
<br /> . . � . O . . . . N I .. � � N . . N i . .. .. .. I I.N. . I .. ... RAI S .. Dia � . .. . � w W U j �
<br /> SPA PE N
<br /> ° � M M � f. .. .. � � . w � � '
<br /> � ' 140.90 � � � � � SR-8A5 12. 5/8° 2 1/2" 41l2" 12 4'-4" 1-4" � Z z U V �� � .
<br /> \ _ � c 1 4 � i I 5/8" 1/2�, 3� ��� � 4„ � t--
<br /> � r �
<br /> - C o n - ' � y I ( S R-8 A 6 1 2 2 1/2" 4 1 0 - _ O a p -
<br /> I' `� � � � ( S R-8 A 7 1 6 5 i 8" 2 1/2" 4 1/2" 1 2 4'-4" 1-4" Q W � � �
<br /> �
<br /> o � ' C o n c- 1 4" ; (14)BANDED TENDONS � ; _ �--- -� S R-8 C 3 6 5/8" 2 1/2" 4 1/2" 1 0 3'-7" 1-4" o � m m a
<br /> � � �
<br /> N ' � � I � � t �56.0 ( SR-8C4 4 5/8" 2 1/2" 41/2" 9 3'-2 1/2" 1-4" � � � � p
<br /> �-- � � a I I �: �
<br /> � � , � � 12.75" 3° ' � 12.75° � �� � ' 12 75" SR-A3 8 5/8" 2112" 4112" 10 3'-7" 1-4" O w w w �
<br /> �� � � 12.75' 7�� � � 7„ ��� 1 � � � t� a � � �
<br /> F i - - -- - __ --- ---- ------ 1.25° L t ' 2.75° -7,� - - - � 512 14 �
<br /> � - - - - - - - . _ _ �� _ - �, „ _ �� _ �
<br /> � _ ���
<br /> - . ... - - - 5/8" 1/2" 1/2" 1 4" • ,
<br /> � � � /
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<br /> ,
<br /> ��� o ' ( 'r � � � SR-A4 � S.R-A4 � r � SR-A4 �/ _ _ Z� Q m o w �
<br /> SR A6 6 2 41l2" 9 3'-2
<br /> 2 ; � 1.25" � ;, � � i i i � � . . I 3„ �
<br /> : ! � � I ;
<br /> �
<br /> � � i � _ � -
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<br /> _ _ _
<br /> �56.0 � �, �, i i �r, r ..... _ � ..
<br /> � I � _ � � r I N I I I _ I N $ ! f� � ..... ..... .... ..... , N� W oJ � �
<br /> � r- O I � m I
<br /> �� 7" 12.75° �� � " � � � � 12.75" � � � ' 12.75" i � � �� �j �i Q � � �
<br /> E � _ _ _ _ - - - _ - 1.25 _ _ _ -�� __ _ _ _ - _ _ - - - _ � - - _ - _ - _ - - l - - _ � _ _ _ _ - 5.5 = - _ - °° � w .�i 0 o a� ,
<br /> � - �_- - - - E ) � � � �� w � oo � o
<br /> _ � J � CB-10 SR-A4 3" � SR-8A6 1.25° � SR-A4 '� 2.75° � � o c.� o m
<br /> � ��� ' ,�" SR-8A7 �
<br /> , „ � � � �
<br /> j � I STRESSING � il 12.75 7 7 7
<br /> , ~
<br /> ' , BLOCK OUT "'. I I� .. .. Q � � _
<br /> � D.9 N l
<br /> � , , ,mp z a c� w o 0 o u, r-
<br /> , � RE: 15/S7.00 i (14)BANDED TENDONS - � D �/ �� w c� cn x cn o.c� a o
<br /> � . i � i .. i i , i 8"CMU WALL �-�
<br /> I �. . ..I TYPICAL - � 8"CMU W LL
<br /> � , RE:S6.03,TYP. I I I I RE:S6A3,TYP.
<br /> �
<br /> (4)DISTRIBUTED TENDONS @ 39"OC {4)DISTRIBUTED TENDONS 39°OC
<br /> I
<br /> �
<br /> @ (4)DISTRIBUTED TENDONS 39"OC
<br /> � ---- -
<br /> ; �
<br /> j � ' � � � � � � i � I � � � �
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<br /> Conc- 14 STRESSWG ,
<br /> � ;.. _
<br /> � BLOCK OUT
<br /> � �, i �, i i � I , i � i RE: 15/S7.00
<br /> � - - i - i � �
<br /> � I � � � � (20)BANDED TENDONS � N I N i N i N N i� 12'75 N TYPICAL (_ �L ,
<br /> ' 7° � � 7" - 12.75° �- � 12.75" �� 12.75" � 12.75„ � „ 12.75" � � SR-A6 � � � ��'�- -
<br /> ��� a 1.25' � 4 � 2.25" -� i i i 4 3' i 4° 7" /-� � �`� ,��s �
<br /> :, D � - �- - -- __-_ --_ --� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - % - - - - - D i � r � �� ���
<br /> ,r . �l��
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<br /> � 1 I I � I 1. 1� I - _ - - _ _ _ _ - _ _ - - _ _ _ _ �.� Q :y"_i � .�
<br /> � r
<br /> � � ' 6.0 ' ( 2.25" SR-8C4 i SR-A6 � .2 a � ..��� �<+ ��� �'�- .
<br /> � ' '
<br /> � I� , �_� , , _ � (4)BANDED TENDONS _ � � > �n_ � -�
<br /> i 12.75" _ _ I �' Q � ��
<br /> ��� �� ���� � 12.75" Q, , � 1.25"� � 12J5�� 4�� '� � i � ��-. ,� �� � �� � � ��
<br /> B �' -ti �` > � � :
<br /> �--' - - - - - - - - - - - - - - - - - � - - - - - "�-' �, ',� ' '
<br /> / ,� � STRESSING 7" o/ . � � �''���= Y� ;�'' - '" �` =� �.� ''�
<br /> i i
<br /> i i
<br /> i
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<br /> \ �� = BLOCK OUT SR-8C3 a SR-A3. . SR-8C3 -
<br /> i i � : y :,
<br /> ' co � � " � � `
<br /> _ I . 1 _ ,s+� .� .. . � � ,�p c`�
<br /> RE: 15/S7.00
<br /> .� ..
<br /> � �� �� ��CO � TYPICAL � � _ � . � I � PREFABRICA�'ED CURVED� '� DIA�GONAL BRACE �_ " � '"�-� � ` � ��� �_ �
<br /> ;� � � � = �� -'`�
<br /> i �� r. i i_ .. � i. CANTILEVERED BOLTED„ON DEGK i EACH DECK � i �`�'t�� /� .
<br /> � � � � � � � � � � � �. �c��� `--�.. �����- _ �
<br /> ' EMBED DET IL R :8/S9.02 RE:�2/S9.02 � � � '"`-.-_ �'`"'� - ' � ��`�
<br /> � ���- � - - - , - - - - - - - - - - - - - - - - - - - - - -�-� - � - - - - - - - - - - - - - - ����`�`'^--�{-���
<br /> �..... ��` A i' ' �� ��. ._ ��..... (4)BANDED TENDONS ��..... ; ��. �� .. . ��..... � CURVED FASCIA�. � �BY OTHERS)I � � �.. ._ ��� ... ��.... - � ��... A "�� „�`�,� � � ��-�''� .,�, � �
<br /> ( �� i ;� � � ;� � 8 i i RE:ARCH.&SHEET S9.02 i PREFABRICATED BOLTED ON DECKS i i �` �- ' Y �
<br /> '�. PREFABRICATED BOLTED ON DECKS AREAS MARKED W/"X" 9� BY OTHERS nPICAL. W/BRACES BY OTHERS TYPICAL � �` .� '� "
<br /> W/BRACES BY OTHERS TYPICAL 3 i RE:ARCH.
<br /> i SHALL REMAIN OPEN AND 2 AREAS MARKED W/"X" RE:2/S9.02. ;� '�G`� , `� ��
<br /> �� RE:2/S9.02. i 6.07 � NOT RECEIVE DECKING � � I i i � i � i PLACE ALL EDGE OF SLAB EMBEDS i 6.07 i � ;,� �
<br /> ` PLACE ALL EDGE OF SLAB EMBEDS RE: 12lS9.02 TYPICAL 9'0 ' SHALL REMAIN OPEN AND � E ' PRIOR TO PLACING PT ANCHORS. -' � b � �
<br /> PRIOR TO PLACING PT ANCHORS. ' I TYPICAL �
<br /> NOT RECEIVE DECKING �
<br /> RE: 12/S9.02,TYPICAL
<br /> TYPICAL. i i . . i, i � ' . i i
<br /> i
<br /> � ' DIAGONAL BRACE _ r �
<br /> � %E EACH DECK � �1 �
<br /> � , . � RE:2/S9.02 � � � �' �i
<br /> � 0 � . . 2 4 ' 4.9 5 � 5.3 6 6. 1 6.4 ( ) �
<br /> Z _ 3 � 7 g
<br /> _ ! +� � ,�
<br /> � �/ ��� � S-' � p
<br /> � ����� 0 � � N
<br /> �
<br /> �, SCALE: 1/8" = 1'-0" ��`� \ ,��,_/ �
<br /> � SCALE: � O �
<br /> � 0 Level 2 PT Plan
<br /> �
<br /> � �
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