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REINFORCING PLAN NOTES ���J"�
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<br /> Reinforcing and Post Tension Plan Notes: Ame����P�ope�y oe�e�opment,���.
<br /> 110110th Avenue NE suite 550
<br /> Beilevue,WA 98004
<br /> 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> 2. Architectural backgrounds are shown for reference only. ccoNsu�rnNT'SLOGOANDADDRESS)
<br /> The dimensions shown apply to structural elements only. ������
<br /> For dimensions not shown, see architect of record submittal.
<br /> �� ;, _ , ,, � _ ,, , „ -
<br /> 7 8 � 9 10 11 12 3. Contractor shall field verify existing structural conditions. If any 201 N. Maple Grove Ste. 100
<br /> discrepancies are found, contractor shall contact the Architect BOISE IDAHO 83704
<br /> and Structural En ineer before erformin alteration work. Pnone�Zoa> sa2-��6s
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<br /> 4. FOr CO�UCT�C� SChedU�e See $heel 54.02. ENGINEERINGOFIDAHOTHERE-USEOF
<br /> , ANY DETAILS AND CONCEPTS IS NOT
<br /> I I I I ACCEPTABLE WITHOUT WRITTEN CONSENT
<br /> OF LOCHSA ENGINEERING OF IDAHO.
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<br /> ' � 5. For bottom reinforcing, East - West reinforcing shall be bottom most
<br /> � � , � � unless noted otherwise.
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<br /> A _ _ _ _ _ _ 6. For top reinforcing, North - South reinforcing shall be top most unless e- ,�� °� AS"'N�
<br /> . - . . " _ ' . " - ' _ aa d '" ' _ - , .de _ , . _ . _ - . d. � _ _ , ,"d_ .
<br /> � ' � ' - � - - - - - - noted otherwise. For concrete slabs reinforced with mild reinforcing � �P � `�
<br /> � only, provide 2" clear to top most and bottom most reinforcing uno. �
<br /> � � � � �
<br /> � For post-tensioned concrete slabs reinforced with mild reinforcing and
<br /> 1 Z-#5x6' -0" s
<br /> � I I AT 6�� oc. post tensioning tendons, provide 2" clear to top most reinforcing and T� 3548'} �
<br /> � � i i i i EACH WAY 2 �/$�� clear to bottom most reinforcing. o,� G uRA� EN � ��
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<br /> � , I 7. For typical reinforcing details see S5.03 and S5.04. 03�29.-0�o��2oz
<br /> ( , < For typical post-tensioning details see S5.06 thru S5.08.
<br /> B _ _ � _ _ _ _- _ -- _ _ _ _ _ __ _ -_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _- - - -- _ - _ COPYRIGHTO2005, ALL RIGHTS RESERVED
<br /> ( - ' 8. � Denotes opening in slab. For reinforcing around
<br /> 3-#5 AT 6��oc.; openings at slabs reinforced with mild reinforcing only SUBMITTAL/REVISIONS
<br /> ( , , , I EacH si�E oF see 6/S5.04 and at post-tensioned slabs see 4/S5.07 # DATE DESCRIPTION
<br /> I I oPENiN� unless noted otherwise on lans.
<br /> p 1 03/28/18 ADDENDA#1
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<br /> I i 9. All bars between columns are centered on grids, unless noted
<br /> otherwise.
<br /> � � #5 AT 10"OC. EACH WAY � �
<br /> � 10. For reinforcing layout at columns see2/S5.04. For additional
<br /> �' � � � information at mild reinforced slabs see 1 /S5.04, and at post-
<br /> N � � � tensioned slabs see 2/S5.08 and 3/S5.08
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<br /> � ; ; 11. In addition to all reinforcing shown on 3rd floor slab top and bottom
<br /> I � Q � a � , , reinforcing plans, see sheet S1 .11A and S1.11 B for additional
<br /> � m � m - rein forcing requiremen ts a t s hear wa l l ho l down anc hors.
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<br /> ( � Q � a ' i ' 12. • � � • Denotes slab reinforcing transition edges.
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<br /> � � 1 3. A l l P-T t e n d o n s s h a l l b e 1/2" i n d i a m e t e r, 7 w i r e s t r a n d s,
<br /> C � - 3-#sXso�-o°AT 16°oc. - - unbonded (sheathed) and shall be in conformance to ASTM A416.
<br /> � , i i `� ADDED BARS �
<br /> ( � _ 14. Fe=###k Denotes effective force for continuous banded
<br /> ( , ° post tensioned tendons (kips) after losses.
<br /> � �� 15. Fe=###k/ft Denotes effective force for distributed post tensioned
<br /> � ' ' ' ' - tendons (kips/ft) after losses.
<br /> � �
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<br /> � � � 16. �-!--� X" indicates dimension in inches from bottom of slab,
<br /> � � � ' � 4 " excluding drop caps and beam, to center of gravity of �
<br /> -� � , post-tensioned strands. See details on sheets S5.51 thru
<br /> � � � _� ; i -° S5.53 for additional data. �
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<br /> � � ' ' ������ ' 17. Distributed tendon spacing shall not exceed 48" oc. (� �
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<br /> � � � � o , ,�_ � -1-+
<br /> � � � - � 18. Added tendon profiles shall match main tendon profile, uno. O� �
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<br /> � 19. Provide a minimum 2- ost-tensioned tendons directl over columns in �
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<br /> � �� � � �� � each direction. For additional information see 2�S5.08 and 3/S5.08 � � z
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<br /> � 20. Coordinate all drain, blockout locations, and quantity with arch. Q F-
<br /> 1B #5 AT 6��OC. EA H WAY and mechanical. Blockouts shall not interrupt PT tendons and � z
<br /> reinforcements, typ. For additional information see 4/S5.04, 6/S5.04 � Q _
<br /> 4/S5.07 ,and7/S5.08 unless noted otherwise on plans. (� Q �
<br /> ADDED AT 4��OC. 1B 21. Post installed anchors in post-tensioned slabs are not allowed � �
<br /> � � �
<br /> #5 AT 8��OC. EACH WAY unless the required embedment of the anchor is 1" or less.
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<br /> �, � 22. All piping and conduit are to be hung below concrete slabs. This J �
<br /> � includes but is not limited to drain lines, electrical conduits, and fire � O �
<br /> N � 6-#5 BARS o � 16-#5x8�-o��AT 12�� OC.ADDED BARS sprinkler lines. Penetrations around columns are only allowed � � W
<br /> � ADDED AT 4��oc. � � where indicate in 4/S5.04. At penetrations near post-tension � �
<br /> Q� o o Q � Q � anchors, see 7/S5.08. � W
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<br /> � m �r �r �m � m 3-#5x26' -0"AT 6" OC.ADDED BARS
<br /> m X o � Q �Q N o X o 23. � Denotes post tensioned dead end.
<br /> m � �p m � °�° �w *� �p *� p
<br /> o � Q � o � o � Q M Q 24. -�""" Denotes post tensioned stressing end. �r1
<br /> �' � � � Q (Tendons shown as stressed from both ends shall W `J
<br /> � E - - -- - - - - -- - - - - - - - - - - - - - - - _== - be pulled equally from each end. � z
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<br /> o I � � � �� - 25. Reinforcing between columns shatl be centered and uniformly � U �
<br /> � � ' _ - - distributed between columns. �
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<br /> 12-#5x6' -0" Z
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<br /> � 1 st FLOOR SLAB BOTTOM REINFORCING PLAN - AREA B DRANMBY A�
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<br /> FULL SIZE=24x36
<br /> HALF SIZE=12x18
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