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<br /> REINFORCING PLAN NOTES �J�'"
<br /> PD
<br /> Reinforcing and Post Tension Plan Notes: a�»e���a�P�oPe�voe�e�oPme�t,�nc.
<br /> 110110th Avenue NE suite 550
<br /> Bellevue,WA 98004
<br /> 7 $ 9 10 11 �2 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> I 2. Architectural backgrounds are shown for reference only. �coNsu�TaNT'SLOGOANDADDRESS)
<br /> , 28, _9„ , � 16, - s„ � The dimensions shown apply to structural elements only.
<br /> 28' -7" 28'-9" 29'-7" � �
<br /> For dimensions not shown, see architect of record submittal.
<br /> �_. , � � ,� .� � � � , _
<br /> � � � ' ' 3. Contractor shall field verify existing structural conditions. If any 201 N. Maple Grove Ste. 100
<br /> BOISE IDAHO 83704
<br /> ' I discrepancies are found, contractor shall contact the Architect Phone(208) 342-7168
<br /> i � , � 1B i alld Stt'UCtUI'aI EClgllle@C' b@f01"e p@1"f01"CTlltlg alt2t"atlOCl WOt'I(. LE JOB# 154191.00
<br /> I i i
<br /> a a e � . _ a . _ - - - - - - ^. For column schedule see sheet S4.02. -
<br /> ALL STRUCTUR4L DETAI�USED N
<br /> A a - PLAN ARE COPYRIGHT C OF LOCHSA
<br /> d {d 6 � , � I' `� E ANIY DETAILS ND CONCEP SES NO OF
<br /> _ - ACCEPTABLE WITHOUT WRITTEN CONSENT
<br /> a � e 4 1/2" 4 1/2" 4 1/2° a a a 4 1/2" a a 4 112" 4 1/2" 4 1/2° ��2 5. F tJOtt ast - West reinforci g hall be bottom most oF�ocHsnENciNEERwcoFionHo.
<br /> 4
<br /> or om reinforcing, E �n s
<br /> - I � ' ' � unless noted otherwise. �P M. AHEN
<br /> I �
<br /> '� � � - uth reinforcin shall be to most unless P �� °� S"'��
<br /> , � , �
<br /> � 6. For top reinforang, North o g p
<br /> � � 4 1/8" 4 1/8" 4 1/8" 4 1/8" 4 1/4" 4 1/4" 4 1/4" 4 1/4" � �`P � �
<br /> noted otherwise. For concrete slabs reinforced with mild reinforcing � ��
<br /> I , only, provide 2" clear to top most and bottom most reinforcing uno. ��' �
<br /> � � �� 4 For post-tensioned concrete slabs reinforced with mild reinforcing and
<br /> � ` �
<br /> I rovide 2" clear to to most reinforcin and �' L s' � �
<br /> � ; �i _ post tensioning tendons, p p g 'P 3548 �
<br /> - -- _
<br /> B � 6 3/4" 6 1/8" 6 1/8" 3" 6 1/8" � 6 314" 3" 6 1/8" 6 3/4" 6 1!8" 3" 6 1(8" 6 1/8" 6 3/4" 3" 6 1/8" 6 3/4" 1/ " 2 �/$�� clear to bottom most reinforcing. �,� RAL eN ��
<br /> FSS�ONAL ENG�
<br /> � � Fe=509.2K , � ; ° 7. For t ical reinforcin details see S5.03 and S5.04. 03-29-1
<br /> I I yp g EXP.01/07/202
<br /> ! � ° For typical post-tensioning details see S5.06 thru S5.08.
<br /> I � � � COPYRIGHT C�2005, ALL RIGHTS RESERVED
<br /> � � 8. � Denotes opening in slab. For reinforcing around
<br /> �
<br /> I o enin s at slabs reinforced with mild reinforcing only SUBMITTAL/REVISIONS
<br /> � � . p 9
<br /> I � � see6/S5.04 and at post-tensioned slabs see4/S5.07 # DATE oEscR�PT�oN
<br /> � I i unless noted otherwise on plans. � 03/28/18 ADDENDA#1
<br /> N � � 2 sis° 2 sis° 2 3is° 2 318° 2 3is° 2 sis�� 2 sis° 2 3i$" � � � a 9. All bars between columns are centered on grids, unless noted
<br /> I � � ' otherwise.
<br /> �
<br /> � � 10. For reinforcing layout at columns see 2/S5.04. For additional
<br /> � , � information at mild reinforced slabs see 1 /S5.04, and at post-
<br /> I � , tensioned slabs see 2/S5.08 and 3/S5.08
<br /> � �
<br /> � i 6 3/4"
<br /> 6 3/4"
<br /> 11. In addition to all reinforcing shown on 3rd floor slab top and bottom
<br /> � � ' 4° ' � reinforcing plans, see sheet S1.11A and S1.11 B for additional
<br /> a . . .
<br /> C _ _ - - : - 4 �i2" � - - - - � ` reinforcin re uirements at shear wall holdown anchors.
<br /> 6 3/4" 6 1/8" 6 1/8" 3" 6 1/8" � 6 3/4" 3" 6 1/8" i 6 3/4" 6 1/8" 6 1/8" i 3" 6 1/8" i 6 3/4" 4 1/2" g a
<br /> � Fe=670K
<br /> � � 12. • � � • Denotes slab reinforcing transition edges.
<br /> d
<br /> � (
<br /> � , i 13. All P-T tendons shall be 1/2" in diameter, 7 wire strands,
<br /> � �� 4 1/8�� � Fe=23.s2wFTl unbonded sheathed and shall be in conformance to ASTM A416.
<br /> � 4 1/8" 4 1/8 4 1/8" � �
<br /> I I i 4 1/2°
<br /> i �
<br /> - - 14. Fe=###k Denotes effective force for continuous banded
<br /> � � � � post tensioned tendons (kips) after losses.
<br /> � � � � �
<br /> � � _ � � _ _ - - - -- - - - - - - - - - - - � , 2 3i8�� � 15. Fe=###k/ft Denotes effective force for distributed post tensioned
<br /> � - _ - - - - - -� - - - - - - - -
<br /> � I � 5�� 5 3 tendons (kips/ft) after losses. '
<br /> o Fe=21.44K/FT
<br /> ��
<br /> I � ' � � 16. X-� X" indicates dimension in inches from bottom of slab, �
<br /> ' excluding drop caps and beam, to center of gravity of �
<br /> � - �
<br /> � ' post-tensioned strands. See details on sheets S5.51 thru
<br /> I � �
<br /> 4 1/4" 4 1/4" 4 1!4" 4 1/4�� Fe-6�oK S5.53 for additional data. ^'
<br /> i 6 3/4" d ` V
<br /> � i � 4 1/2" .
<br /> � 3�� M
<br /> � 17. Distributed tendon spacing shall not exceed 48" oc. (n
<br /> 6 3/4" 6 1/8" 6 1/8" 3" 6 1/8" 6 3/4" 3" 6 1!8" 6 3/4" 6 1/8"
<br /> i - - - - - -_ � �
<br /> D _ _ i - -- - -- - - 4 ��2��- - - - - 6 �i$" - - - - ` 18. Added tendon profiles shall match main tendon profile, uno.
<br /> 4 1/2" ^,
<br /> � 6 3/4�� `V
<br /> � � � 6 3/4° � 4 19. Provide a minimum 2-post-tensioned tendons directly over columns in �
<br /> � each direction. Foradditional information see 2�S5.08and 3/S5.08 � � z
<br /> � , � � �
<br /> I � �� � �
<br /> I I 20. Coordinate all drain, blockout locations, and quantity with arch. � �
<br /> I i , � � ; and mechanical. Blockouts shall not interrupt PT tendons and
<br /> � � ' ! reinforcements, typ. For additional information see 4/S5.04, 6/S5.04 � � z
<br /> � , 4/S5.07 ,and 7/S5.08 unless noted otherwise on plans. � Q =
<br /> �, � � C�
<br /> _' � Q
<br /> 00 � 2 3/8" 2 3/8" 2 3/8" 2 3/8" 3" 3" 2 3/8" I �
<br /> N 21. Post installed anchors in post-tensioned slabs are not allowed
<br /> I ' � � '� �
<br /> ( unless the required embedment of the anchor is 1" or less.
<br /> � �
<br /> � � � ' d 22. All piping and conduit are to be hung below concrete slabs. This W 0 W
<br /> I � �
<br /> includes but is not limited to drain lines, electrical conduits, and fire ; s- �
<br /> I , , � � sprinkler lines. Penetrations around columns are only allowed � � W
<br /> I ' Fe=509.2K where indicate in4/S5.04, At penetrations near post-tension o W
<br /> � _ - _ anchors, see 7/S5.08. �
<br /> - - - - ° . � �
<br /> E � 6 3/4" 6 1/8" 6 1/8" 3" 6 1/8" 6 3/4" 3" 6 1/8" a 6 3/4" 6 1/8" 3" 6 1/8" d6 3/4" 3" 6 1/8" 6 3/4" 4 1/2"�
<br /> � I I , i i � 23. �- Denotes post tensioned dead end.
<br /> � I
<br /> � ' 24. -�' Denotes post tensioned stressing end. m
<br /> o � , � � ' �g (Tendons shown as stressed from both ends shall
<br /> a o I �
<br /> _ , p be pulled equally from each end. Q
<br /> � � � 4 1/8" 4 1/8" 4 1/8" i 4 1/8" 4 1/4" 4 1/4" i 4 1/4" i �-- W
<br /> �' � , � i 25. Reinforcing between columns shall be centered and uniformly �j �
<br /> � distributed between columns. O �
<br /> � � � �
<br /> y 4 1/2" 4 1/2" 4 1/2" ri 4 1/2" I 4 1l2" 4 1/2" 4 1/2° ^
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<br /> o Fe=26.24K/FT Fe=26.24KlFT Fe=24K/FT Fe=23.1 K/FT Fe=23.3K/FT Fe=23.72KlFT � 7
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<br /> � Fe=26.24K/FT ?
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<br /> a° DR4NM BY
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<br /> � 2nd FLOOR POST TENSION PLAN - AREA B _ _ __ _ _-__ A
<br /> � � 1/8" = 1'-0"
<br /> ' SHEET NUMBER
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<br /> � � S1 . 0
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<br /> N (")
<br /> fULL SIZE=24x36
<br /> HALF SIZE=12x18
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