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REINFORCING PLAN NOTES �"APD
<br /> Reinforcing and Post Tension Plan Notes: <m«K�v,o�enrce.eiwm��.��.
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<br /> _ /. . .. . . . 1. For structural design notes, see sheet 50.02 thru SOA6.
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<br /> 7 � 8 .' � 9 ; � 1 � � 11 � . 12 �, 2. ArchitecNrel backgrounds are shown for reference only. �cousu�.r�rsm�or,�+onoor�ss�
<br /> � � ' �� ' �r� �� �- '� The dimensions shown apply to stmctural elements only.
<br /> I ! �� � ' For dimensions not shown, see architect of record submittal. // �oc h sa
<br /> '. I i 3. Contrac[or shall tield verify exisSing stmctural conditions. If any mi N. mapie cm�e s�e. ioo
<br /> ' I. discrepancies are found, contraclor shall contact Ihe Arohitect eoise ionHo aa�oa
<br /> ��. ��. .i� ia-as*s• -o° andStructuralEngineerbeforeperformingalterationwork. PE�oezaei�sa�sioo
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<br /> � i EAGH WAY 15 .. ` s
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<br /> / I 4. For column schetlule see sheet 54.02. . � �
<br /> � t.- _ . _ _ _ - _ _ � o . E�.��..»�
<br /> �-� I I ' I 5. For bottom refnforoing, East - West reinfor6ing shall be bottom most ' � "" °"
<br /> unless noted otherwise. ..�'�l�
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<br /> I ' � 6. For top reinforcing, North - South reinforcing shall be top most unless � o s �
<br /> M H
<br /> _ I - - _ _ - _
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<br /> a � 7 - - - - � � - - T - - � � - - T - - � � - � � . � � noted o[herwise. For concrete slabs reinforced with mild reinforcing
<br /> � �_ se� . r� � za� - 5° � za�-s• I �s' - �" � �s' - a" ` I only, provide2" cleartotopmostandbottommostreinforcinguno. �� '
<br /> - •
<br /> � �-�� � , , �- � �. For post-tensioned concrete slabs reinforced with mild reinforcing and
<br /> - , � � � � � � � '� � � ' � � ( ' post tensloning tendons, provide 2" clear to top most reinforcing and
<br /> ' � I � � -I ��. � �- . _ _ _,� . _ . 2 1/8" clear to bottom most reinforcing- � ;� ��
<br /> B '- _ I _ L-3 _ � - - i- � - _ I - - F - - - I - I_ -I- - - - + - -f -
<br /> � � i �
<br /> ' � I � � � � � � � � I 7. For rypical reinforcing details see 55.03 and 55.04. 03-�9�1�o� �.E�`
<br /> I � I I . I I ,, I .,. I I I For typical post-tensioning details see 55.06 thm 55.08.
<br /> � �� ' ' wwaicnr c�zms nuwcnrsaeeeev-o
<br /> � 1 _ _ _ _ � L _ _ _ _ _ J � - _ L - _ '- - _ � L - - - - - .J !i 8. � Denotes opening in slab. For reinforcing around
<br /> � I I openings a[ slabs reinforced with mild reinforcing only suemilTAu aevisioNs
<br /> - see6/S5.04andatpost-tensionedslabssee4/S5.07 oare osce�o.�,eN
<br /> � ' � nsnTis^ oc. encr�wnv '� unlessnotedotherwiseonplans. i oapena nooer�onai
<br /> � _.
<br /> � � �.. � 9. All bars belween columns are centered on grids, unless noted
<br /> '�. . otherwise.
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<br /> I � '. '� 10. Forreinforcinglayoutatcolumnssee2/S5.04. Foradditional
<br /> information at mild reinforced slabs see1IS5.04, antl at pos4
<br /> � I� - .-" - - � � - - T - - � r" - - - - - � i - - - - - - - - - i � - - � tensionedslabssee2/55.08and3/55.08
<br /> ' � I � � �I � � � I � � � 11. In addition to all reinforcing shown on 3rd Floor slab top and bottom
<br /> I I � I I I � � I � reinforcing plans, see sheet S1 .11A and 51.11 B for additional
<br /> \ � I j �
<br /> C .: . - .-. . - � _ � . I_�_ _ _. I . _. I.. . . . ,. . .. _ _ I _ . _ _ _. _� _ ___ :.I _ _ ._ I . . _ ,- - -. reinforcing requirements at shear wall holdown anchors-
<br /> . ._ . - _ ._ _ . � . __ �
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<br /> -�-- I I I I � I � �I � � � � � 12. � � � � Denotes slab reinforcing transition edges.
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<br /> � � � � � � � � � � � � � � �� � ' 13. All P-T tentlons shell be il2" in diameter, 7 wire strands,
<br /> � L J L _ _ I� _ _ J L _ _ ��� - - J � _ _ _� L _ _ ' _ _f unbonded (sheathed) and shall be in conformance to ASTM A416. -
<br /> rt - _ - _ I �- -
<br /> I 14. Fe=#q#k Denotes effedive force for continuous banded
<br /> I �, '�� post tensioned tendons (kips) afler losses.
<br /> � � . 15. Fe=##ttk/R �enotes effective force for distributed past tensioned
<br /> - I �. tendons (kips/k) afterlosses. � i
<br /> � � 16. +-+-+ X" indicates dimension in inches from bottom of slab, �
<br /> �� � � " excluding drop caps and beam, to center of gravity of �
<br /> _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ � post-tensioned shands. See details on sheets 55.51 thru �
<br /> � i I � - � � � i I I S5 53 for additional data. N
<br /> I I �I I I I I I � I _ I 17. Distributed tendon spacing shall not exceed 48" oc. (� �
<br /> .- � � � � � � I � � � � � -� W � �
<br /> � p� _ I _ I }�_ _ I I _ _ _ __ I . _ _ . I ._ _ _ I _ ._ _ ._ _ _ ._ _ _ � _ _ . � _ . . _ _ I . . � _ .. . _ _ - 18. Added tendon pmiiles shall match main tendon profile, uno.
<br /> � � � ���, ' I I I I I 19. Provide a minimum 2-pos4tensioned tendons directiv over columns in � �
<br /> � I '�. � I I L _ + _ J each directiort For additional information see Z�S5.08and 3/55.08 > � Z
<br /> L � Ts-as anRsJ L - _ _ _ _ J L - _ - - _ � � � I �, 20. Coordinale all drain, blockout locations, and quan[ity with arch. Q � �
<br /> I I Aooeo nr a•oa ��. �. � and mechanical. Blockouts shall not interrupt PT tendons and Z
<br /> I � I t ', reinforcements, typ. For additional information see 4�55.04, 6/S5.04 � Q
<br /> � , 485.07 ,and7/S5.08 unless noted otherwise on plans. (a Q =
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<br /> I � � � - 21. Post installed anchors in oost-tensioned slabs are not allowed �
<br /> �� s-ns enRs . ' I, unless the required embedment of the anchor is 1" or less. �
<br /> � I nooeonr<-oc. I �
<br /> I . o o '�� I� 22. All piping and conduit are to be hung below concrete slabs. This w
<br /> � - - - - - - - - - - includes but is not limited to drein lines, electrical conduits and fire F O W
<br /> � ? �Q � Q � I � � � � � � � I � ' sprinkler lines. Penetrations around columns are only allowed � m W
<br /> � m � m � � � I � � � � ' � �. where indicate in 4/S5.04. At penetrations near posbtension w �
<br /> II I� a � Q I I ! I �i anchors, see ��S5.08, 'o W
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<br /> F E � -- '-� � � � - -- - � -- - - � - � - - - - - - � � - - � - �� � - - - - � -- - + �_ - $ �� - - ��- - � - �- -� � � � 23. �- Denotesposttensioneddeadend.
<br /> I , �.-�.-���-�,-� I .. .I _ - , � � �� I � . ' � �
<br /> 24. Denates post tensianed stressing end. 'n
<br /> � I � � � I � � ''� � � �' � � (Tendons shown as stressed from both ends shall �jJ V
<br /> v o � 1 _ 1 _ _ � L _ _ _ _ _ J L _ _ _ _ J L _ _ + _ _ J L _ � J f be pulled equally from each end. W Z
<br /> � ' I �� I 25. Reinforcing between columns shall be centered and uniformly � � m
<br /> 3 ���. � ��. distributed between columns. U
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<br /> ` � 3rd FLOOR SLAB BOTTOM REINFORCING_ PLAN - AREA B �^ °°"'"eY
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<br /> = S1 . 04D
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