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REINFORCING PLAN NOTES ��y="
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<br /> Reinforcing and Post Tension Plan Notes: Ame���n P�ope�y oe�e�oPment,�n�.
<br /> 110110th Avenue NE suite 550 �
<br /> Bellevue,WA 98004
<br /> 1 2 3 4 5 6 7 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> 2. Architectural backgrounds are shown for reference only. ccoNsu�TaNT'S LOGO AND ADDRESS)
<br /> � � � � � � � The dimensions shown apply to structural elements only.
<br /> � �5� -�° � so� -o° � �s�-s° � Zs� -s�� � �s�-s° � 2s'-�" � For dimensions not shown, see architect of record submittat. �C h��
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<br /> i 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 altet"atlOCl WOCI(. Phone(208) 342-7168
<br /> A - - -- a_ _ ,. -. a , . _ _a -a . a 9 p � ALL S R CTOUB DETAr,I 4 US�ED ONOTHIS
<br /> I �I I I '�� a I I } PLAN ARE COPYRIGHT C OF LOCHSA
<br /> 4. FOC COIUCT�II SChedUle See Sheel S4.O2. ENGINEERINGOFIDAHO�HERE-USEOF
<br /> I ANY DETAILS AND CONCEPTS IS NOT �
<br /> ,�B ACCEPTABLE WITHOUT WRITTEN CONSENT
<br /> 4-#5 x15�-O��AT 3��OC. OF LOCHSA ENGINEERING OF IDAHO.
<br /> � , � � � � � 5. For bottom reinforcing, East - West reinforcing shall be bottom most
<br /> F� 4-#5x15'-0"AT 3"OC.
<br /> ' 12-#5x6� -o° unless noted otherwise.
<br /> ( �II. H F
<br /> � EACH WAY � � � � �i I � 6. For top reinforcing, North - South reinforcing shall be top most unless P�P °F W ti��' .
<br /> � �P �
<br /> I � � noted otherwise. For concrete slabs reinforced with mild reinforcing � � '
<br /> ' ' ' ' ' ' only, provide 2" clear to top most and bottom most reinforcing uno. d�
<br /> �
<br /> g - - ; - - - - _ - -- - - - - - - - - - --�-- - - - - - -�- - - - - - - - - -� - -- - - -�- - - - - - - � �- - - - For post-tensioned concrete slabs reinforced with mild reinforcing and
<br /> � � � � � I � post tensioning tendons, provide 2" clear to top most reinforcing and
<br /> o- � 2 1/8" clear to bottom most reinforcing. �. cT�Rql EN�`� �
<br /> I I I I I I I FSSIONA� ENG\
<br /> 7. For t ical reinforcin details see S5.03 and S5.04. 05-29-1 ,
<br /> � YP g EXP.01l07l202
<br /> I , For typicat post-tensioning details see S5.06 thru S5.08.
<br /> COPYRIGHT�2005, ALL RIGHTS RESERVED
<br /> � � 8. � Denotes opening in slab. For reinforcing around
<br /> � #5 AT 36°OC. EACH WAY ' ' ' openings at slabs reinforced with mild reinforcing only SUBMITTAL/REVISIONS
<br /> � �� � see 6/S5.04 and at post-tensioned slabs see 4/S5.07 # DATE DESCRIPTION ,
<br /> N � � � � � I � unless noted otherwise on plans. � 03/28/18 ADDENDA#1
<br /> � 4 04/20l18 ADDENDA#4
<br /> i i i , i I i 9. All bars between columns are centered on grids, unless noted 5 05/29/18 ADDENDA#5
<br /> otherwise.
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<br /> � � � � � �
<br /> ( 10. For reinforcing layout at columns see2/S5.04. For additional
<br /> � ,
<br /> �a � information at mild reinforced slabs see 1 /S5.04, and at post-
<br /> � � � � � � ' tensioned slabs see 2/S5.08 and 3/S5.08
<br /> 1B ( �
<br /> C _ _ _ - _ -_ _ - _ _ __ _ _ ____ _ _ _ _ - _ - _ �. _ _ _- _ _- _ _ - _ - _ _- _ _ _ _ ,� _._ _ ___ ___ - � _ - _ - _ _ _ _ - � _ _ _ - 11. Inadditiontoallreinforcingshownon3rdfloorslabtopandbottom
<br /> a i � reinforcing plans, see sheet S1.11A and S1.11B for additional , :
<br /> � � ; � � I � reinforcing requirements at shear walt holdown anchors. �
<br /> � � �
<br /> ( ( � I 12. • � � • Denotes slab reinforcing transition edges.
<br /> � � � � � �
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<br /> � - � � � 13. All P-T tendons shall be 1/2" in diameter, 7 wire strands,
<br /> - � � � � � � � � �
<br /> unbonded (sheathed) and shall be in conformance to ASTM A416.
<br /> i I ,
<br /> �, �. , #5 X �3� -6�� , , , ; � , 14. Fe=###k Denotes effective force for continuous banded
<br /> � � aT ss°OC. ADD i - � post tensioned tendons (kips) after losses.
<br /> � o __
<br /> � °'' i SEE NOTE 25 i -- i i ; i ,
<br /> -_ I � � 15. Fe=###k/ft Denotes effective force for distributed post tensioned
<br /> I #5x11�-o��AT s°oc. I tendons (kips/ft) after losses. . • �
<br /> i i i i i I i "1"`� .
<br /> � � 16. �� X" indicates dimension in inches from bottom of slab, �
<br /> � � � #5x11�-o°aT s��oc. ; � � " excluding drop caps and beam, to center of gravity of �
<br /> i I post-tensioned strands. See details on sheets S5.51 thru
<br /> , , , , ; � , S5.53 for additional data. �
<br /> N
<br /> D - - - - d - - - - - - � - - - - - - - - - --[�--- - - - - - -��� - - - - - - - - - - - - - -� -- - - - - -�}-- - - - - - - - � �- - 17. Distributedtendonspacingshallnotexceed48" oc. (� � �
<br /> I
<br /> � 18. Added tendon profiles shall match main tendon profile, uno. O� �
<br /> � � � � � I � �
<br /> 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 y � .
<br /> � � � O
<br /> � � � � � � , 20. Coordinate all drain, blockout locations, and quantity with arch.
<br /> � � and mechanical. Blockouts shall not interrupt PT tendons and � z
<br /> , reinforcements, typ. For additional information see 4/S5.04, 6/S5.04 � �
<br /> N ' ' ' ' ' I ' 4/S5.07 ,and7/S5.08 unless noted otherwise on plans. (� Q �
<br /> � � � � � I � 21. Post installed anchors in post-tensioned slabs are not allowed � � �
<br /> � unless the required embedment of the anchor is 1" or less. � �
<br /> � � � �� � � � � �
<br /> � 22. All piping and conduit are to be hung below concrete slabs. This W
<br /> includes but is not limited to drain lines, electrical conduits, and fire � O W ,
<br /> � � � � � � ' sprinkler lines. Penetrations around columns are only allowed � � W . .
<br /> E _ _ _ _ - _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � where indicate in 4/S5.04. At penetrations near post-tension w �
<br /> - - � - - - - - - - - �- - � - � - - _ 7/S5.08 o W
<br /> 3-#5 1B � anchors, see . �
<br /> � �
<br /> AT 6°oc. � , � � � � 23. �- Denotes ost tensioned dead end.
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<br /> 5-#5 1� � I
<br /> o AT 6��oc. � � I 24. --� Denotes post tensioned stressing end.
<br /> 5-#5 �
<br /> � AT 6��oc. � (Tendons shown as stressed from both ends shall W
<br /> i � 6' -0" i 18-#8 BARS AT 3"OC. i i 18-#8 BARS AT 3"OC. I � be pulled equally from each end. �- Z
<br /> I � W .
<br /> 25. Reinforcing between columns shall be centered and uniformly �/ U
<br /> � � � distributed between columns. � � -
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<br /> g 2nd FLOOR SLAB BOTTOM REINFORCING PLAN - AREA A °��"BY A� �
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<br /> � 'I/H�� _ "I�-O�� SHEET NUMBER
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<br /> FULL SIZE=24z36
<br /> HALF SIZE=12x18
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