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'?= <br /> I � � ,,� � <br /> , , _ � �� � <br /> n <br /> Co c 8" 6 � <br /> � FORTWR RN �- <br /> � � O . E CAE �. . " m <br /> , ' RE: 16/S7A2 - �i; i.. �� ; i i i,I -V�' �,= �;� <br /> ��� � �� `���� � <br /> � � �, �� 1. ALL CONCRETE FOR POST TENSIONED SLABS REFER TO STRUCTURAL E T ��- � � <br /> NOT S SEC ION 03204 ON SHEET S1.00 FOR fc PRIOR <br /> � i i � 5 � !,� .� � <br /> � �� � � � '�, � � �� � , � �� ;---, � �� � � � �� � � , i � � ��� �__ � � � �� � �� � �� � 6 -r�� �� �� TO STRESSING�RND SECTION 03100 AT 28 DAY�S: REFER TO STRUCTURAL N07'ES 03201-03206 FOR ADDITIO�NAL INFORMATION. � ��r•��� ��� <br /> � <br /> _ ' � � �.; R9 ' � �� � �� � �"j� . i ��, i ; Rg ��. i. �� ���. � � 2. TENDON ELEVATIONS INDICATED ARE MEA�SURED FROM BOTTOM OF SLAB TO C.G.S.OF 1l2"DIAMETER TENDON. NOTE: r� t-1,�� �`� � <br /> `r a {�J ; i i � ` �� i � ' TENDON ELEVATIONS MARKED WITH AN ASTERISK(IE. 17 3/4")ARE MEASURED FROM BOTTOM OF DROPFED SOFFIT TO C.G.S. � � � <br /> �� � �'�, ; �� �i, i I �� i OF 1/2"DIAMETER TENDON. � <br /> N � ! ; Rg � i ! i � �, 3. STRESS TENDONS ACCORDING TO STRUCTURAL NOTES SECTION 03201-"03206 ON SHEET S1.00-DISTRIBUTED FIRST. • <br /> �`� , ; I ', 4. REBAR PARALLEL TO BANDED TENDONS SHALL BE TOP BARS AT UPPER MAT. REBAR PERPENDICULAR TO BANDED TENDONS ; , <br /> � � � � -$- , SHALL BE TOP BARS AT LOWER MAT. � <br /> � ; � � /� 127.53 �� 5. DASHED LINES INDICATE CONCRETE WALLS AND COLUMNS BELOW THIS LEVEL,SOLID LINES INDICATE CONCRETE WALLS W NI <br /> � � STRESSING r. ; c� I C nc- 8" � R4 i H� rn rn rn, rn o <br /> � 3 , � , o � AND COLUMN ABOVE THIS LEVEL. Q � � �,; �. N <br /> � -- 3'-9"SQ. , ; BLOCK Ol1T , � �� I 3'-9"SQ. \� 6. REFER TO SHEETS S7.00-S7.02 FOR TYPICAL DETAILS. � �I cn� c`� rn� r- i <br /> 4.0 i / �, � DROP CAP � 7. SLAB OPENfIVGS,RE:DETALS 5-8 11-131S7:09. i N� � �� � o <br /> DROP CAP i RE:51S7,00 i �� i i , � i i.; rn rn� � � <br /> � � � ��� � � � � � � � � � � � i � � TYPICAL�� ��� � � � I / � �� �� � � � I �� � � � � 8. RE:SHEET S7.01 FOR CURVED TENDON CONDITIONS. � �� � �� � oi o o' � o � �� <br /> -. � � .... � � �.. � /\ <br /> �, R3 � ' Gj ��._... G� � ��� I '� /� � � � <br /> +��� � / � R3 Gj. C n I G2 9 RE� 121 S7.02 FOR PENETRATIONS AT COLUMNS. , I <br /> , � R3 � R3 i G � R3 1 G/ � <br /> �� 10. 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