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---- <br /> _ <br /> � <br /> N _ _ ension Slab Notes and Legend <br /> Post T <br /> X � ( �� '��� ���,, S3.00 ������\ ��� ; ��i i�� ����I NO E�CTION CUTS 'i <br /> , <br /> � ' i <br /> , <br /> � 1 � 2 ( 3 � � 4 i '14g,-o„ 4.9;( 5 ' 5.3� (� 6. 1 ) (6.4 ; ' 7 � 8 , � <br /> x , , <br /> o - _ ______-________ _ \�/ _____ ______ ' ` ARE TYPICAL CONCRETE ELEVATION AND OTHER LEGENDS: � <br /> > ; � , � �� , , STRESSING ENQ 5137.01 ; ' <br /> w ' � <br /> w �- , '� 41 S7.fl1 �-__�._ . . EVATION <br /> - 17'-41/4' 16 -90 /4 I 30'-43/4 19'-33/4' � <br /> � j i DEAD END ��� / T TOP OF P T SLAB EL I U o <br /> SOFFIT ELE�ATION I Z � <br /> � �.. i 4 .. ' BOC XX ¢ <br /> � <br /> o � i i i � i i i i i i i <br /> , i <br /> ADDED TENDON ANCHOR.. � � <br /> � , i _ i � .--. <br /> � ' 1 � I 3 TOP OF CONCRETE ELEVATION i � � � �o <br /> i I I I il I I ' I I I <br /> Y RE: 16/S7.01 � N co <br /> U � /- 6.0 i j 6A CB-X=CONCRETE BEAM TOC XX I o <br /> m , _ � � I i I (REFE�TO SCHEDULE) i N o � <br /> � � ' � � � � � � ' � ' ' _�% � G``' CONCRETE COLUMN � •��� o <br /> � � � � � - -'� -� - _--� -� - � � � � � �--�. � , . � � � �°° � - - - -- - - - J � � �/ / �/ � � � (REFER TO 8156.01) i � cn c" o <br /> �, _.. � _ , o- ,_ � , � �, � .. � � � <br /> � a.a <br /> a � � �� . � ,--� ;�.. IND OUR S . / 30 �� ; �, � <br /> ATES TRIP � HOLDOWN-SEE SCHEDULE ON S1. W � <br /> �� � \ � � ' � � � � i / / <br /> o � � � � � _ � � . i � . � R4 �'�� i � \ � ��� � R4� � � � i � . i i � � R4,� � � , i� � � � � <br /> � � -_.. .. � , � �-J I ( I� (. .. � � AND SHEARIIVALL AND HOLDOWN � <br /> _ w � J -- , `� , .. I . cn >�c <br /> � I � / � �' ; � " �.2.� PLAN SX.XX-SHOWN HALFTONE FOR � � � �, � <br /> Q a a , a _ INDICATES OVERFRAMING � �� REFERENCE � � N � � <br /> � �,� X n � ON.THIS PLAN i ,�,,, � �-� <br /> � �� � � ° �� � � � °- � � (RE: PLAN FOR SPEC.) � ��x`� x ri ��%� ,,, i � � � � . <br /> � _ ' \� I i i i ( 1 ` i L Z allo i� <br /> i <br /> � 3 � o o ( o o � �� � �� � o o I i ( � i 6.0 " 1 1/4" DIST FROM SOFFIT TO CGS ' � o��o o � <br /> � �� 5���� R10 I I ; I � ( I WALL INDICATIONS � �p�� <br /> , � � � i � R4'�) ( � � � � <br /> � � li � i i ii i i � i � i� ° <br /> i I I �� j I .. i �� CONC WALL ABOVE C _ - - _ � <br /> � U <br /> �. �. � � R11 � �. -�� �. � , �� � , � I j R10 CONC WALL BE�LOW - � � � - � � <br /> �� <br /> � � ' ',� �. - - - � � � R3 � .. �. , � �1� R3 i i i � R3 i. i � .. � i �.. �. �. �. � �-- -- - - -----� <br /> ._ - <br /> _ � R3 , /-� �.__, i , ; <br /> � <br /> ' � � �; � / � � i� I I R11 (C�� J � _ � LI T FRM ABOVE <br /> � R 11 � R 11 - - - - - - - - - - -1 - �- - - - R 11 -- - - - _ - - -- - ---- - -_-- - - - _.. �__��1 _ <br /> � � _ __ __ <br /> _ <br /> H - -�- -�- - - -- - - - - - T - - ---; � - � �- - , , - -f; - - - , - � - � -, , � _; ; , C = _ _ � � <br /> - �� � � �� f � �` � 11'-0" ( R2. � E R4 I � � ����C BM BELOW CB-1 d�?� o <br /> � R2� � �� 14"PT SLAB ''�, j � R2 � ' �� , „ , R2 � � � <br /> �--� TO GRID 4 I i � � i � � ��� ��� ti <br /> i i i i�- 8-0 SQUARE OPENING i i i � �'�, <br /> o � W/STUD RAILS � � ' FOR TOWER CRANE `R�L ^ � i �;�� �jL-�' � <br /> � SLOPE VARIES ', \ i � , �_�' 1. ALL CONCRETE FOR POST TENSIONED SLABS REFER TO STRUCTURAL NOTES SECTION 03204 ON SHEET S1.00 FOR fc PRIOR :� � - <br /> i I RE: PT,PLAN �, � �. RE: 16/S7.02. i ; �� : w < <br /> i i / i ' i i � i. i i i i � �i \ TO STRESSING AND SECTION 03100 AT 28 DAYS,REFER TO STRUCTURAL NOTES 03201-03206 FOR ADDITIONAL INFORMATION. -;I . ��- �I:� <br /> � <br /> � , '� , i R7 ) � ,. , \\ 2. TENDON ELEVATIONS INDICATED ARE MEASURED FROM BOTTOM OF SL,AB TO C.G.S.OF 112"DIAMET�R TENDON.NOTE: `;\o �� � <br /> / <br /> � � � � ��� � � � �� � I � �� � � �� � � �� ���� � I �� � � �� � � � � R11 � I ; � �-� �� � � = /, � �l.3' � �� � TENDON ELEVATIO�NS MARKED WITH AN ASTERISK(IE.'17 3/4")ARE MEASt�RED FROM BOTTOM OF DROPP�D SOFFIT TO C.G.S. � ��<�� <br /> � R4 � R 11 , � �-- � � - � <br /> ' 1/2"DIA <br /> � � i � �-�' ��... � T � oo ' / � i i i � � ���, � � OF METERTENDON. �j �LS � S�' .. <br /> _ � <br /> _ o0 <br /> ` , - . - . <br /> ' 3 STRESS TENDONS ACCORDING TO STRUCTURAL NOTES SECTION 03201 "Q3206 ON SHEET S1 00 DISTRIBUTED FIRST <br /> � ��� �� � � �� � � � I � , � j � � 4. REBAR PARALLEL TO BANDED TENDONS SHALL BE TOP BARS AT UPPER MAT.REBAR PERPENDICUfAR TO BANDED TENDONS <br /> � �I � R11 �/ i i ' R11 � i � R6 R11 � i i � SHALL BE TOP BARS AT LOWER MAT. <br /> � � ��, / � � �, � � � , � � �R11 5. DASHED LINES INDICATE CONCRETE WALLS AND COLUMNS BELOW THIS LEVEL,SOLID LINES INDICATE CONCRETE WALLS ; � <br /> �� i � I i � �� � ; � � �� AND COLUMN ABOVE THIS LEVEL. i <br /> � � � i ''' � � I �l c�� ; ' i i I � II 6. REFER TO SHEETS S7.00-S7A2 FOR TYPICAL DETAILS. w � N <br /> R11 I / �. <br /> I ' � j - � ! � I ! I � 8. RE:SHEET S7.01 FOR CURVED TENDON CONDITIONS. � � �� MI 6' oi <br /> � o � , I i 7. SLAB OPENINGS, RE:DETAI.S 5-8 11-13/S7.01. \ \ N <br /> . ... . . . . .. I � . � . .. � ... . ... N; c-� .-�-' p i . ... � <br /> ', F'�� � � � i � R3 � � o � � � I i � 9. R E: 1 2/S 7.0 2 F O R P E N E T R A T I O N S A T C O L U M N S. i! °' �� r'' <br /> , <br /> , ..�/ i, � � �R11 � � � o�� o r- o; <br /> , � �� R11 ,..R8 R3 � R8 � ��, , � 10. RE: 9/S7.01 FOR OPENINGS AT TENDON ANCHORAGE. i <br /> R8�� R3 ; � � J ��� �� l i � . �� ��..... i R3 R8 I , R3�... 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