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REINFORCING PLAN NOTES ��"
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<br /> Reinforcing and Post Tension Plan Notes: Ame���an P�oPe�v oe�e�oPment,�n�.
<br /> 110110th Avenue NE suite 550
<br /> Bellevue.WA 98004
<br /> 1. For structurat design notes, see sheet S0.02 thru S0.06.
<br /> 1 2� 3 4 5 6 7
<br /> 2. Architectural backgrounds are shown for reference only. �coNsu�rANT'S LOGO AND ADDRESS)
<br /> The dimensions shown apply to structural elements only.
<br /> 15� -7�� 30�-o�� 19� -s�� Zs�-s�� �s�-3�� Z8� _��� For dimensions not shown, see architect of record submittal. ������
<br /> � I I I I i I F; rt �, ! ;-t � e � i n r�
<br /> � ; 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 /> Phone(208) 342-7168
<br /> alld Stl'UCtUI'a� Etlgll1@@I' b@f01'@ p21"fOCI'Tling a�t21"atlOf1 WOCk. LE JOB# 154191.00
<br /> ALL STRUCTURAL DETAI USED ON THIS
<br /> I I I I 1 5 � � ( � PLAN ARE COPYRIGHT�C OF LOCHSA
<br /> 12-#6x6�-��� I �I 4. FQr C��umn $ChQd�,J�e $QQ $hQet 54.�2. ENGINEERINGOFIDAHO.THERE-USEOF
<br /> ANY DETAILS AND CONCEPTS IS NOT
<br /> AT 6��OC. � ACCEPTABLE WITHOUT WRITTEN CONSENT
<br /> A _ _ _ ___ _ ___ _ __ _ _ OF LOCHSA ENGINEERING OF IDAHO.
<br /> 5. For bottom reinforcing, East - West reinforcing shall be bottom most
<br /> i � unless noted otherwise. P M� H F�
<br /> i i i i � � � w �L
<br /> i� ___ _ ___ __ __ _ __ 6-#8x35�-o��AT 3'_OC. _ _ __ ---- - 6-#8 x35�-o��AT 3��oc. - � _- 6. For top reinforcing, North - South reinforcing shall be top most unless P���°F N�o '
<br /> -- '- -- - � r �-- � r �- � r L -- 1- -, r- � L-- noted otherwise. For concrete slabs reinforced with mild reinforcing P s
<br /> � = I I o ( I o I o o I o only, provide 2" clear to top most and bottom most reinforcing uno. �
<br /> � I I N � I I N � I I N � � � I ( I N , For post-tensioned concrete slabs reinforced with mild reinforcing and
<br /> rovide 2" clear to to most reinforcin and
<br /> I I � I I � I I � � I I I � post tensioning tendons, p p g T G� �
<br /> 2 1/8 clear to bottom most reinforcin . ,� � �RA� E" � �
<br /> i � � a� i � � o� i � � a� i a� 9-#8x17'-0"� ( I o� g Fs �`
<br /> B - - - - - - - -- - �' - - - -}- - - - -�- - - �' - - - - - �- -- -� - - - - -}- - - -� - -- - - - -� - - - -� -- - - - - - 05-29-1 S'�NA� EN
<br /> 9-#8x12�-o�� � � 10-#8x31�-s° � � 9-#8x17�-o�� ( ( � 9-#8x12�-o�� 7. For typical reinforcing details see S5.03 and S5.04. ExP.o,�o��2oz
<br /> � ' I I ' I I ' I I ' ' I ; ', I I ' For typical post-tensioning details see S5.06 thru S5.08.
<br /> I I I I I I � I I i I I COPYRIGNT CO2005, ALL RIGHTS RESERVED
<br /> � � I I � I I � I � I � � ( I � 8. � Denotes opening in slab. For reinforcing around
<br /> L--- - -- - J L -- -- - -- J L- - -- --- J L -- - - - -- J �-- -�---
<br /> --- -r - -�-- � -- -- -�- - �- - - 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 /> � unless noted otherwise on plans. � 03/28/18 ADDENDA#1
<br /> i i i i � I i 4 04/20/18 ADDENDA#4
<br /> � 9. All bars between columns are centered on grids, unless noted
<br /> o� � otherwise. 5 05/29/18 ADDENDA#5
<br /> N
<br /> I I I I I I �
<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 /> � I tensioned slabs see 2/S5.08 and 3/S5.08
<br /> �- - ----�- -- - � �- - ---}-� -- � � - ----{- - -- -� � - - - ---- -- - -- ----�- ---- � �-- -- }--- -
<br /> oI I I oi � ( oi I I ol oi I I I oi
<br /> � N I I N � � I N I I N N � � � � 11. In addition to all reinforcing shown on 3rd floor slab top and bottom
<br /> � 4-#8x12'-0"� ``' � � �' �
<br /> � I I I � I I � � t I � � reinforcing plans, see sheet S1.11A and S1.11 B for additional
<br /> I �* � *� � *� � *� � *� � I *� � reinforcing requirements at shear wall holdown anchors.
<br /> C - - - - - -- -- - � - - -� � - - -� - - - - �- - -~ � - - I - - - � �- - - -� - - - - - - -}- - - - � � - - - � 9-#8x17'-0"I - - - � � - - - -
<br /> � , 9-#8x12�-o° � � s-#sxs�-o° �J � , 7-#8x15�-s° I I 9-#8x17�-o° � , � � � , s-#sX�2�-0° 12. � � � • Denotes slab reinforcing transition edges.
<br /> � I I � I I I I I �
<br /> I I � I � I I � � I I , 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 /> - - - �-- - -J !-_____ L_ --- - �- - - - - - --� � -- - -1- -- -- -- - - 1 - --- -� L -�- -- �- -
<br /> ' ' ' ' ' 14. Fe=###k Denotes effective force for continuous banded
<br /> �B � post tensioned tendons (kips) after losses.
<br /> � � � � I �
<br /> �, �. #8 AT 24��oc. � 15. Fe=###k/ft Denotes effective force for distributed post tensioned
<br /> ' � � � � #s Ar Za°oc. ' 6�_2�� � � tendons (kips/ft) after losses. �
<br /> � � 3-#5 AT 6"OC. �/�
<br /> `� - EacH si�E oF 6� -2�� ( 16. i--�-� X" indicates dimension in inches from bottom of slab, ��
<br /> i i i OPENING i i x
<br /> ( excluding drop caps and beam, to center of gravity of �
<br /> � -- post-tensioned strands. See details on sheets S5.51 thru �
<br /> - - - '- -- --, ,-- - - - '- - ' � -- - - '- -- -- - - -- ' - - - -� � - - - - '- S5.53foradditional data.
<br /> o i i o o i o o i i � a N
<br /> � � I I � � � � -} --- - -- � N � � � I � I N � 17. Distributed tendon spacing shall not exceed 48" oc. M (f)
<br /> , -�--�
<br /> � , �
<br /> � � � � � - � � � � � f � ,�x ♦"'�
<br /> � � ,� I I 6-#sX�o�-o°� , � , 6-#8x11�-o° I � ,� � 9-#8x17�-o°� I � � 18. Added tendon profiles shall match main tendon profile, uno. W �
<br /> D I 9-#8x12�-o� � J � �s-#sx���-o�� � � � s-#sX�2�-o�� 19. Provide a minimum 2-post-tensioned tendons directiv over columns in � �
<br /> � � I ( � I � � ( I � each direction. For additional information see 2/S5.08and 3/S5.08 � � z
<br /> iI I 4-#8x12'-0° I 4-#8x12'-0" �_ - �-- I ( I i > � O
<br /> � I ( � I � ( � � I � -- I � 20. Coordinate all drain, blockout locations, and quantity with arch. �
<br /> L _ __ _ � _ _ _ _ J ; L_ _ __� __ _- .J � -- - - ---- -- -- �- -- -- � L- -�- -- }-- - - a n d m e c h a n i c a l. B l o c k o u t s s h a l l n o t i n t e r r u p t P T t e n d o n s a n d � �
<br /> � � � � � I � 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. � Q �
<br /> �r, i i i i i __ _ ' _ I I � Q
<br /> � 21. Post installed anchors in post-tensioned slabs are not allowed � �
<br /> �- - -�--
<br /> N ; � I unless the required embedment of the anchor is 1" or less.
<br /> � � � , , _ _ _._. I , � F~-
<br /> i , . ��; ��ti, ,���
<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 W
<br /> �- --- - -- � �---- --- � � - --- ---� � - - - - - - - - - - -�- -- - -, �- � - -
<br /> , , � �
<br /> T sprinkler lines. Penetrations around columns are only allowed � � ;
<br /> I N I I N I ( o I I o� o � I I � o � where indicate in4/S5.04. At penetrations near post-tension �
<br /> I I I I I N I I N N I I N O W
<br /> I � I I � I ( � I I � � I � � � anchors, see 7�S5.08, �
<br /> � � � � � �
<br /> � ' � � o� � ( � a� � � � a> � o> � 9-#8x17'-0°� � I °' �
<br /> E - - - - - - - - - - -� � s=#�2�-0� - - - -- - - � - � - - - - - - �- - � - -- - - - - - � - -- - � - - -- - - -� - - - - - � - - - - - 23. �-- Denotesposttensioneddeadend.
<br /> I I � 10-#8x31'-6"� I ( I 9-#8x17'-0" I I 9-#8x12'-0"
<br /> I � I I � ( I � I 0 I � � I I I � 24. �""' Denotes post tensioned stressing end.
<br /> � (Tendons shown as stressed from both ends shall w
<br /> _ I ' I I ' I I ' I I ' ' j j � � be pulled equally from each end. � r n
<br /> � �- - ---�--- -� � ---- -�---- � � - -- --�- -- -� 5 �- -L - - }-- - W �
<br /> `� � � � 6-#8x35�-o°AT 3°oc. � z � - 6-#s x35�-o°AT 3°oc. I � 25. Reinforcing between columns shall be centered and uniformly �/ z Q
<br /> T o � distributed between columns. � -
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<br /> $ 3rd FLOOR TOP SLAB REINFORCING PLAN - AREA A D��BY A�
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<br /> = 1/8" = 1'-0"
<br /> � SHEET NUMBER
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<br /> FULL SIZE=24x36
<br /> HALF SIZE=12xt8
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