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<br /> > � � ; ARE TYPICAL ' I
<br /> w ; � STRESSING END 51 S7.01 CONCRETE ELEVATION AND OTHER LEGENDS: ; i
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<br /> ; DEAD END 4I S7.01 / TOP OF P.T..SLAB ELEVATION Z �
<br /> � ; TOC XX SOFFIT ELEVATION - Q
<br /> p � 2 ,� � C XX �
<br /> z i , ..1.. 1'- " 9'-21/2" , S3A j 16
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<br /> Q �. �. /� � � i CB-X=CONCRETE BEAM � TOC XX � � �
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<br /> � � � � � �-` i I �'��� (REFER TO SCHEDULE) �� 'I � .� �
<br /> � J - - - - - - - - - e _.. , , � � - ----- - -- � ��: _ �' - - - - , � G`' CONCRETE COLUMN �� � U
<br /> � ,� '-.... � � ��; � , REFER T0 8/56:01 Ll1 �
<br /> � I INDICATES POUR STRIP /� � � � �
<br /> � �� o � �� � � � � � � � � � � - � � � � � � � � � � � / HOLDOWN�-SEE SCHEDULE ON S1 3Q � '� � �
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<br /> ¢ a �� ; a, d �� � PLAN SX.XX-SHOWN HALF ONE FOR ; . . I � N �r,�v,
<br /> � ���� �� a, �I � � INDICATES OVERFRAMI � , �� �`
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<br /> w ' f � k /� REFERENCE ON THIS PLAN U °� � a
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<br /> Q S�q' �' � � a _' � o x 1 1/4" DIST FROM SOFFIT TO CGS
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<br /> �- (3)DISTRIBUTED TENDONS AT 48"OC 4
<br /> / ;. � ° �� 1. ALL CONCRETE.FOR POST TENSIONED SCABS REFER TO STRUCTURAL NO.TES SECTION 03204 ON SHEET S1.00 FOR fc PRIOR j ='`
<br /> _ -- _
<br /> ; a �7� � ; . �i TO STRESSING AND SECTION 03100 AT 28 DAYS. REFER TO STRUCTURAL NOTES 03201-03206 FOR ADDITIONAL INFORMATION. ��
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<br /> %;� �' , 2. TENDON ELEVATIONS INDICATED ARE MEASURED FROM BOTTOM OF SLAB TO C.G.S.OF 1/2"DIAMETER TENDON.NOTE: f l `-�>
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<br /> � � � � i � j , � % � �� � � � TENDON ELE�VATIONS MAR D WITH AN SK QE. '17 3l4")ARE ME D FROM BOTTOM OF DROPPED SOFFIT TO C.G.S. j� ��v��'�,�" `�� �ti
<br /> � _ _
<br /> KE ASTERI ASURE
<br /> : Q N 118.53 . . i /E N � � f�,a : i. w OF 1l2"DIAMETER TENDON. ,
<br /> � Conc- 8° �- ( � Q 3. STRESS TENDONS ACCORDING TO STRUCTURAL NOTES SECTION 03201*03206 ON SHEET S1.00-DISTRIBUTED FIRST. i
<br /> � � 8'-0"SQUARE OPENING � `- > 4. REBAR PARALLEL TO BANDED TENDONS SHALL BE TOP BARS AT UPPER MAT. REBAR PERPENDICULAR TO BANDED TENDONS
<br /> FOR TOWER CRANE ��a � a � � °� ,',�; I SHALL BE TOP BARS AT LOWER MAT. ;
<br /> RE: 16/S7A2 � ( 1<'�8:53 a° i a - J e m i � 5. DASHED LINES INDICATE CONCRETE WALLS AND COLUMNS BELOW THIS LEVEL,SOLID LINES INDICATE CONCRETE WALLS � � �
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<br /> N � O � I O
<br /> i c� I - AND COLUMN ABOVE THIS LEVEL. i
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<br /> i m � � 8 C.I.P.CONC SLAB , - a pi � ; � 6. REFER TO SHEETS S7.00-S7.02 FOR TYPICAL DETAILS. � a�i rnl rn o,
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<br /> _ RE: 1/S3.00 k � . . 5-8,1 1 . . .. co; rn, �i ,
<br /> 4A WI#5 AT 12"O.C. EACH WAY �� 7 SLAB OPENWGS; RE� DETALS -1 3/S 7 01 f tiI
<br /> 8. RE:SHEET S7:01 FOR CURVED TENDON CONDITIONS. cvi •-; •- o
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<br /> &SHEET S6.03 � _ ! i.; rn, �- ,-�
<br /> � BOTTOM a �t � oI .- o,
<br /> . ,, � 16 BANDED TENDONS ,� ° ` � � 9. RE: 121 S7.02 FOR PENETRATIONS AT COLUMNS. �
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