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REINFORCING PLAN NOTES ���'`l
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<br /> Reinforcing and Post Tension Plan Notes: Ame"�n P�°pe�y°e�e'°Pme�','��.
<br /> 110110th Avenue NE suite 550
<br /> Bellevue,WA 98004
<br /> 7 8 9 10 11 12 1 . For structural design notes, see sheet S0.02 thru S0.06.
<br /> 2. Architectural backgrounds are shown for reference only. ccoNsu�TnNr'SLOGOANDADDRESS)
<br /> , s���-4�� Zs� -s° 29'-7" ( �6'-s" The dimensions shown apply to structural elements only.
<br /> I For dimensions not shown, see architect of record submittaL `
<br /> � _ . _ _
<br /> ' � � � � 201 N. Maple Grove Ste. 100
<br /> ( 3. Contractor shall field verify existing structural conditions. If any BOISE IDAHO 83704
<br /> i ' i I I I I discrepancies are found, contractor shall contact the Architect Phone (208) 342-7168
<br /> �B aCld StCUCtUral Ellgltl22C' b@f01"@ p@t"FOPtIIICIg alt2t'at1011 WOCk. LE JOB# 154191.00
<br /> �
<br /> I ALL STRUCTURAL DETAIL�USED ON THIS
<br /> A I 4. FOC COIU�YII7 SChedUIE SeE Sheet S4.O2. E GNDETIA�LSANIDCON�C PosEs ooF
<br /> - , a . - - � .<. .' . . -, -�• : � - .-. ,, - a, _ a , - Oe �a �- _ - - . ,a e . . - -,a. " - ACCEPTABLE WITHOUT WRInEN CONSENT
<br /> I OF LOCHSA ENGWEERING OF IDAHO.
<br /> ' � � , , 5. For bottom reinforcing, East - West reinforcing shall be bottom most
<br /> � unless noted otherwise.
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<br /> I i ' �P w Nti
<br /> '� ' ' ' ' ' - �2-#5"6� -o�� 6. For top reinforcing, North - South reinforcing shall be top most unless P,�P��F "�o �
<br /> � I AT 6" OC.
<br /> � ' I I I I EACH waY noted otherwise. For concrete slabs reinforced with mild reinforcing � � �
<br /> only, provide 2" clear to top most and bottom most reinforcing uno.
<br /> I For post-tensioned concrete slabs reinforced with mild reinforcing and
<br /> ' post tensioning tendons, provide 2" clear to top most reinforcing and � �
<br /> B - - - I �-- - - - - - - - - - - - -- - - - - - - - - -�- - - - - - - - - - - - - - -- - - -- - -- - - _ -- - - - - - 2 1/8" clear to bottom most reinforcing. � �T�RA� EN�` \ ``
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<br /> I I � � SS�ONAL �NG
<br /> � � % , � � � � 05-29-1
<br /> I ; 7. For typical reinforcing details see S5.03 and S5.04. ExP.o,�o��2oz
<br /> I , I a For typical post-tensioning details see S5.06 thru S5.08.
<br /> � � � �
<br /> I I , COPYRIGHT C�2005, ALL RIGHTS RESERVED
<br /> � I - 8. � Denotes opening in slab. For reinforcing around
<br /> � ' � � , � openings at slabs reinforced with mild reinforcing only SUBMITTAL/REVISIONS
<br /> � j see 6/S5.04 and at post-tensioned slabs see 4/S5.07 # DATE DESCRIPTION
<br /> I �
<br /> � , , , , unless noted otherwise on plans. � 03/28/18 ADDENDA#1
<br /> � #5 AT 36"OC. EACH WAY i 4 04/20/18 ADDENDA#4
<br /> N � � I � i i 9. All bars between columns are centered on grids, unless noted
<br /> � I � � I Oth@fWIS@. 5 05/29/18 ADDENDA#5
<br /> I � ! I
<br /> � � � � 10. For reinforcing layout at columns see2/S5.04. For additional
<br /> � i � - 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 /> � i i �
<br /> ( ' � � , , 11. In addition to all reinforcing shown on 3rd floor slab top and bottom
<br /> reinforcing plans, see sheet S1.11A and S1.11 B for additional
<br /> C - - - - -� - _�- - - --- - - - - - --- -- --- - - - - - - -- - - - - - a - - - - - - - - - _ - - - - - - - - -- - -- - - - - - - - - - - - - - reinforcingrequirementsatshearwallholdownanchors.
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<br /> I _ 12. • � � • Denotes slab reinforcing transition edges.
<br /> i �
<br /> i i i � d
<br /> � � 13. All P-T tendons shall be 1/2" in diameter, 7 wire strands,
<br /> I ' , , , ; unbonded (sheathed) and shall be in conformance to ASTM A416.
<br /> I � �B I 14. Fe=###k Denotes effective force for continuous banded
<br /> � � � ; _
<br /> , post tensioned tendons (kips) after losses.
<br /> � � � , !
<br /> � o , ' - 15. Fe=###k/ft Denotes effective force for distributed post tensioned
<br /> � M � ... . .. i .
<br /> � � ° tendons (kips/ft) after losses. „�
<br /> � i i _ � i �
<br /> � j - �" j 16. �-!--; X" indicates dimension in inches from bottom of slab,
<br /> � -ii �r- � x
<br /> � ' , , ; excluding drop caps and beam, to center of gravity of �
<br /> � � post-tensioned strands. See details on sheets S5.51 thru �
<br /> � ' � S5.53 for additional data.
<br /> , � � � C\I
<br /> I ; m 17. Distributed tendon spacing shall not exceed 48" oc. M �
<br /> �_r�
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<br /> � - - - - - I °� - - - - - - - -� - - - - - - - - - -- - �- - -- - -- � - - -- - - - - - - - - - - - - � - - - - - - - -- - - - -- 18. Added tendon profiles shall match main tendon profile, uno. � �
<br /> i i i . �
<br /> I 1B I ° 19. Provide a minimum 2-post-tensioned tendons directiv over columns in �
<br /> � � � � � � each direction. For additional information see 2�S5.08 and 3/S5.08 > � Z
<br /> � � �C -� o
<br /> s-#s BaRs � 20. Coordinate all drain, blockout locations, and quantity with arch. � �
<br /> I ADDED AT 4°oc. , � � � 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 ,and7/S5.08 unless noted otherwise on plans. � � �
<br /> � � � Q
<br /> N I ' ' 21. Post installed anchors in post-tensioned slabs are not allowed �
<br /> 3-#5 BARS � � � � �
<br /> I ADDED AT 4��oc. ! unless the required embedment of the anchor is 1" or less.
<br /> � � U U � i � �-
<br /> 0 0 ' ' 22. All piping and conduit are to be hung below concrete slabs. This � � W
<br /> � , �n � v, � includes but is not limited to drain lines, electrical conduits, and fire � �- �
<br /> I m o m o ' � ' ' sprinkler lines. Penetrations around columns are only allowed � � W
<br /> � � o � o � where indicate in 4/S5.04. At penetrations near post-tension � �
<br /> � ' M Q M Q � � � � �g anchors, see 7�S5.08, � W
<br /> E - - - � - -- - - - -� - - - - - - - - - -�- - - - - -- - - - - -- - -� - - - - - - --- - --- - - -�- - - - - - - - - - -
<br /> � � , , 23. �- Denotes post tensioned dead end.
<br /> I �
<br /> i EACH SIDE OF d p g
<br /> I , #5x1i1� -o�� , � 24. -�""' Denotes ost tensioned stressin end. W Ur
<br /> I AT 1 ��OC. ADD OPENING -\ (Tendons shown as stressed from both ends shall � z
<br /> � � i SEE NOTE 25 � - �2-#sXs�-o° be pulled equally from each end.
<br /> � AT 6"OC. � U
<br /> � I 18-#8 BARS AT 3"OC. 12' - 0" EACH WAY 25. Reinforcing between columns shall be centered and uniformly � � m
<br /> ' , ; , distributed between columns. U
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<br /> � 2nd FLOOR SLAB BOTTOM REINFORCING PLAN - AREA B D��BY A�
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<br /> FULL SIZE=24z36 �
<br /> HALF SIZE=12x18
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