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<br /> REINFORCING PLAN NOTES ����'�
<br /> PD
<br /> - � $ 9 10 Reinforcing and Post Tension Plan Notes: Ame����P�°Pe�y°e�e'°pme��.'n�.
<br /> 7 11 �� 110110th Avenue NE suite 550
<br /> Bellevue 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�TANr'SLOGOANDADDRESS)
<br /> 28, _�„ , 28�_9,� , 28� _9�� � 29� _��� � �6' - s" ' The dimensions shown apply to structural elements only.
<br /> � For dimensions not shown, see architect of record submittal.
<br /> i i i � ;-, ,�T -, F, �= :-� 1
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<br /> 3. Contractor shall field verify existing structural conditions. If any 201 N. Maple Grove Ste. 100
<br /> � , � discre ancies are found, contractor shall contact the Architect BOISE IDAHO 83704
<br /> i , � � p
<br /> I 1B Phone (208) 342-7168
<br /> 12-#6x6'-0" and Stt'UCtUfal Etlgltl@2C b2f01"@ p@t"fOt't1llClg altel"atlOCl WOt"K. LE JOB# 154191.00
<br /> i i i i i i AT 6" OC.
<br /> A _ _ _ < - _ - - _ - , - ^. For column schedule see sheet S4.02. -
<br /> ALL STRUCTUR4L
<br /> , - - . , a-.• � _ - a a-- ,a< a' ��- `� PANY DETAI�LS ANID CO CEP�TS S OTA
<br /> ENGINEERING OF IDAHO. E RE USE OF
<br /> - - - ACCEPTABLE WITHOUT WRITTEN CONSENT
<br /> el I
<br /> , I OF LOCHSA ENGWEERWG OF IDAHO.
<br /> � 5. For bottom reinforcing, East - West reinforcing shall be bottom most
<br /> 1 unless noted otherwise. M, H F
<br /> � � � � , � �P W N,y
<br /> r � � � � � 6. For top reinforcing, North - South reinforcing shall be top most unless P�P,� oF "�o '
<br /> v , , _�
<br /> � r' � �- � noted otherwise. For concrete slabs reinforced with mild reinforcing � ,�
<br /> � � � � only, provide 2" clear to top most and bottom most reinforcing uno. �°
<br /> � � � � � ¢ For post-tensioned concrete slabs reinforced with mild reinforcing and
<br /> 16-#5�11'-6" 15-#5x11'-6" , - 12-#5x11'-6" 12-#5x11'-6" 8-#5x11'-6�� . - � post tensioning tendons, provide 2�� clear to top most reinforcing and �
<br /> B - - - � - - 2 1/8" clear to bottom most reinforcing. F cr�RAL ENG\ \ �
<br /> �
<br /> I SS�ONAL ENG
<br /> 05-29-1
<br /> 7. For typical reinforcing details see S5.03 and S5.04. ExP.o,�o��zo2
<br /> I ° For typical post-tensioning details see S5.06 thru S5.08.
<br /> 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 /> I see 6/S5.04 and at post-tensioned slabs see 4/S5.07 # DATE DESCRIPTION
<br /> � � � ' ' �
<br /> � unless noted otherwise on plans. � 03/28/18 ADDENDA#1
<br /> � I 4 04/20/18 ADDENDA#4
<br /> N ' , � � � ' � � 9. All bars between columns are centered on grids, unless noted
<br /> I o N i - 5 05l29/18 ADDENDA#5
<br /> � � otherwise.
<br /> in x
<br /> I � I i � � � � -
<br /> � N � � � 10. For reinforcing layout at columns see 2/S5.04. For additional
<br /> I � � - � � , information at mild reinforced slabs see 1 /S5.04, and at post-
<br /> � � Uw , - i
<br /> - � � _ o o X tensioned slabs see 2/S5.08 and 3/S5.08
<br /> I `� � X c'� z
<br /> X X �k
<br /> � � � � � Q � 6-#5x11�-s�� � � 11. In addition to all reinforcing shown on 3rd floor slab top and bottom
<br /> C _ �2-#5 ���-6�� _ _ _ �2-#SX���-s° 8-#5x11�-s° _ _ _ _ _ _ _ _ __ _ _ _ _$-#SX��'-6" _ reinforcing plans, see sheet S1.11A and S1.11B for additional
<br /> 9-#5x7�-o�� reinforcing requirements at shear wall holdown anchors.
<br /> I U
<br /> � �° , a. 12. • � � • Denotes slab reinforcing transition edges.
<br /> Cq M
<br /> X
<br /> i � � * ¢ a �a � 13. All P-T tendons shall be 1/2" in diameter, 7 wire strands,
<br /> unbonded (sheathed) and shall be in conformance to ASTM A416.
<br /> ( �c.�
<br /> � ' � � _ Q a �° ' 14. Fe=###k Denotes effective force for continuous banded
<br /> #5x6'-0" � Q
<br /> p o s t t e n s i o n e d t e n d o n s (k i p s) a ft e r l o s s e s.
<br /> � � AT 36"OG ' i -
<br /> ' ' ----- � ------- ------- �
<br /> __-�_- ------- - ------___------- . i a. 15. Fe=###k/ft Denotes effective force for distributed post tensioned
<br /> -----
<br /> � o ----- ------------
<br /> � ``' CENTERED `� 6-#5x6'-0° �U
<br /> I ' ON WALL � � AT 36��oc. �° � tendons (kips/ft) after losses. '
<br /> �-+
<br /> CENTERED �n M -
<br /> � ON WALL �Q � - 16. X,�--!--� X" indicates dimension in inches from bottom of slab, �
<br /> I � ' � excluding drop caps and beam, to center of gravity of �
<br /> � � � � � post-tensioned strands. See details on sheets S5.51 thru �
<br /> � _� - ,
<br /> � � � � - N _ S5.53 for additional data. N
<br /> I � � � 8-#5x11'-6" _ _ M
<br /> 14-#5�11'-6" 14-#5x11'-6" , 8-#5x11'-6" ,
<br /> �-#SX��-o�� 17. Distributed tendon spacing shall not exceed 48" oc. �' � (f�
<br /> p - - - - - - - - - - - - - - - - - - - --- - � �
<br /> � - 18. Added tendon profiles shall match main tendon profile, uno.
<br /> �g N a 3-#5x11'-6" o � � ° �
<br /> � ��� X I X 19. Provide a minimum 2-post-tensioned tendons directiv over columns in �
<br /> I � �°z � ' � ' e a c h d i r e c t i o n. F o r a d d i ti o n al information see 2�S5.08 and 3/S5.08 � � z
<br /> I �M W � �
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<br /> � I- W �
<br /> I ' , , `� ¢ �' � � 20. Coordinate all drain, blockout locations, and quantity with arch. � �
<br /> and mechanical. Blockouts shall not interrupt PT tendons and � � z
<br /> I , � , , reinforcements, typ. For additional information see 4/S5.04, 6/S5.04 � _
<br /> �, � 4/S5.07 ,and7/S5.08 unless noted otherwise on plans. � �
<br /> � Q
<br /> N I � , � � I
<br /> I - 2� unless the1e qu red embedment oflthe anchor sr1' or lessWed � �
<br /> � � � , , � ' (� ~
<br /> � _ � � � _ ` 22. All piping and conduit are to be hung below concrete slabs. This � Q W
<br /> � _ � � � includes but is not limited to drain lines, electrical conduits, and fire � L �
<br /> � � X X X � sprinkler lines. Penetrations around columns are only allowed � � W
<br /> � � � � � �
<br /> , �, where indicate in 4/S5.04. A# penetrations near post-tension W
<br /> I �
<br /> � � � �
<br /> anchors, see 7/S5.08, a W
<br /> E 18-#5�11'-6" 18-#5x11'-6" . 0 12-#5x11'-6" 14-#5x11'-6"
<br /> - - - - � - - - - 9-#5x11'-6" e
<br /> I
<br /> 3-#5 AT 6°OC. EACH i i a 23. �- Denotes post tensioned dead end.
<br /> I SIDE OF OPENING
<br /> �B 24. --�" Denotes post tensioned stressing end. W
<br /> � I � 18-#8 AT 3°oc. _ � : , , D be pul ed eq�ally fromreach enr�Om both ends shall �
<br /> � 0 I � � � � � 1 I..I.J �
<br /> I � � � � � �2� -o° i i
<br /> � � � , 25. Reinforcing between columns shall be centered and uniformly � _ m
<br /> � � � � � distributed between columns. U U �
<br /> a e a a. _ . _ -. . - - a.. - a.a , ; a � _` _ - z Z �
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<br /> I AT 6" OC. � v � �
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<br /> � 2nd FLOOR SLAB TOP REINFORCING PLAN - AREA B DR4WNBY
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<br /> � � .- -
<br /> N 1/8" = 1'-0"
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<br /> FULL SIZE=24x36
<br /> HALF SIZE=1D�18
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