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<br /> REINFORCING PLAN NOTES ���JJ�,
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<br /> Reinforcing and Post Tension Plan Notes: Ame����P�opertv�e�e�opme�t,���.
<br /> 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. �coNsu�rANT'SLOGOANDADDRESS)
<br /> The dimensions shown apply to structural elements only. �����
<br /> � 2 3 4 5 6 7 For dimensions not shown, see architect of record submittal.
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<br /> 3. Contractor shall field verify existing structural conditions. If any 201 N. Maple Grove Ste. 100
<br /> � i � BOISE IDAHO 83704
<br /> ' �5� -��� ' 30� -o�� � �s�-s° � 2s�-s° � �s�-s° � Zs�-7° discrepancies are found, contractor shall contact the Architect
<br /> and Structural En ineer before erformin alteration work. Pnone�2os� s42-7�6s
<br /> g p g LE JOB# 154191.00
<br /> i ' � � � �
<br /> ALL SIRUCTURAL DETAI USED N
<br /> 4. FOr COIUCY�I� SChedUle See ShC�et S4.O2. PLANARECOPYRIGHT C OFLOCHSA
<br /> I EN�INEERING OF IDAHO THE RE-USE OF
<br /> ANY DETAILS AND CONCEPTS IS NOT
<br /> ACCEPTABLE WITHOUT WRITTEN CONSENT
<br /> � � I � � I �
<br /> I OF LOCHSA ENGINEERING OF IDAHO.
<br /> 5. For bottom reinforcing, East - West reinforcing shall be bottom most
<br /> A _ � - - - - unless noted otherwise.
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<br /> � 6�� 6�� 6�. 6�� ! g�� 6„ , 6,� �
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<br /> � 6. For top reinforcing, North - South reinforcing shall be top most unless � .��. �ti�
<br /> �� , , � � � ' noted otherwise. For concrete slabs reinforced with mild reinforcing ° �P � . `�
<br /> �Y.
<br /> � only, provide 2" clear to top most and bottom most reinforcing uno. �� �
<br /> - - -- -, r - - - � - -- ---� r" -j - - �- - For post-tensioned concrete slabs reinforced with mild reinforcing and
<br /> � - - i- - - - � 41/8" r- - - -i - - 6' 6- - -i- 6, - -- i 61/2" 61/2" 6�� >
<br /> � � I I I � � � post tensioning tendons, provide 2" clear to top most reinforcing and s�� 3548* �
<br /> I I ( I I I � � 2 1/8" clear to bottom most reinforcing. o,� G Rql EN � ��
<br /> � � � � � � ( Fe=509K � I � � � I
<br /> �SS�ONA� ENG�
<br /> ,� ( I �j� I I � � I I � � 6�� � � I _ _ _ _ 7. For typical reinforcing details see S5.03 and S5.04. 03-29.-0�o��zo2
<br /> B g�� -�g 3/4" I 3�� 8 3/4° I 9 3/4°�- J g 3!4" I ��� � 8 3/4" � J 9 3�4" I 8 3/4" 3" I �- -9" 6" 6" 6" 9" 8 3/4°I 3" I � 9 3/4" For typical post-tensioning details see S5.06 thru S5.08.
<br /> I COPYRIGHT C�2005, ALL RIGHTS RESERVED
<br /> � I I , I ( , I I , , � � � � 8. � Denotes opening in slab. For reinforcing around
<br /> I � I I I I ( � ( I openings at slabs reinforced with mild reinforcing only SUBMITTAL/REVISIONS
<br /> � I I I I I I � ' � ,
<br /> L__ _ _ I _ _ _ _ J L- - _ - !- -- J L - -_ �- -- - J L -- -- �- - '-- - - -� L-�- - - - - - see6/S5.04andatpost-tensionedslabssee4/S5.07 # DATE DESCRIPTION
<br /> i - ! - - - -, � unless noted otherwise on plans. � osi2si�s ADDENDA#1
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<br /> 9. All bars between columns are centered on grids, unless noted
<br /> � otherwise.
<br /> � � � , , �
<br /> N I 2 3/8" 5" 5" 2 3/8" 7 1!2" 7 1/2" 2 3/8" �
<br /> i 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 /> __ _ ' ___ _, � - ' � -- - ' -- --, � -- - - �" - -- - -- - -- -- --� � - --- 11. In addition to all reinforcing shown on 3rd floor slab top and bottom
<br /> r I I I , I T ( I I � � � � reinforcing plans, see sheet S1 .11A and S1.11 B for additional
<br /> , � � � � � � � ' ' I ( I � reinforcing requirements at shear wall holdown anchors.
<br /> ( I I �B 9 3/4" � 9 3/4' � � � � � . .
<br /> � _6„ ��� I I ��� � I I ' 12. • � � • Denotes slab reinforcing transition edges.
<br /> C I �- -, � � �-}.-, - --
<br /> - 6�� � �- -9 3/4" 3,� 8 3/4" �-I J - - 8 3/4" �- -9 3/4" I 8 3/4�� 3�� I �- _9�� 6�� 6�� 6�� 6�� 9�� 8 3/4'I 3,� I I 9 3/4" �
<br /> � , � � � � Fe=723K � � � 13. All P-T tendons shall be 1/2 in diameter, 7 wire strands,
<br /> ( � � I I i i � unbonded (sheathed) and shall be in conformance to ASTM A416.
<br /> I I � � �
<br /> � � � ' Fe=26.13K/FT ' I I ' � � � 14. Fe=###k Denotes effective force for continuous banded
<br /> - - --}- -- - -� �- - - s„_- - -- --- - J L -- - -�- - -- � -- - -- ---J �- t -- � - - posttensionedtendons (kips) afterlosses.
<br /> i 6" i i i ( i
<br /> i ❑ � 15. Fe=###k/ft Denotes effective force for distributed post tensioned .
<br /> � � , , � � tendons (kips/ft) after losses.
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<br /> � � , 16. �+--� X" indicates dimension in inches from bottom of slab, �
<br /> 0o M � 2 3/8" � � 2 3/8" � g�� 6�� 2 3/8° �
<br /> � Fe=24.36K/FT
<br /> � excluding drop caps and beam, to center of gravity of '�
<br /> � � 2 3i8�� ' ' ' � � S5S53 for�add�ional data. ee details on sheets S5.51 thru �
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<br /> --- ;- -- -� r -- -- �r - � � 17. Distributed tendon spacing shall not exceed 48" oc. M (f)
<br /> � - - -- ,-- - - - �- - ---,- -- --, r- -- -- ,
<br /> I I I l I
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<br /> I I --^-----'T , � I � � � 18. Added tendon profiles shall match main tendon profile, uno. O� �
<br /> � � I � ' �
<br /> �, Fe=723K 5 1/2" 5 1/2" � � � (�'
<br /> I 8 3/4 i
<br /> 6° �- -9 3/4" I 3" 8 3/4" � ��i -9 3/4" 8 3/4" 3" � L �9" 6" 6" 9" 8 3!4" 3" � 9 3/4" 19. Provide a minimum 2-post-tensioned tendons directiv over columns in ■ W
<br /> D - - L J � � � each direction. For additional information see 2�S5.08and 3/S5.08 � � z
<br /> i � � 9 3/4° 6�� � i i � � � i � � O
<br /> � � ( � � � 9 3/4° ' .-.--1----:-----=-- � I I 20. Coordinate all drain, blockout locations, and quantity with arch. � � �
<br /> I I � � I � � I and mechanical. Blockouts shall not interrupt PT tendons and z
<br /> I I _ _ _ _�__ _ _J L _,�.__ !__ reinforcements, typ. For additional information see 4/S5.04, 6/S5.04 � �
<br /> L - -- -� - -- - � �- -- - -�- � T -- - --- �
<br /> -- � � -- - -
<br /> � 4/S5.07 ,and7/S5.08 unless noted otherwise on plans. � �
<br /> � � � ' ' � � Q
<br /> � 21. Post installed anchors in post-tensioned slabs are not allowed �
<br /> � � � unless the required embedment of the anchor is 1" or less. �
<br /> � 2 3/8" ' 4 1/2" 6" 2 3/8" 7 1/2" 7 1/2" 2 3/8 `" ~
<br /> N � I �
<br /> 22. All pi pin g and conduit are to be hun g below concrete slabs. This w Q W
<br /> , � � i � , � 'I � ' includes but is not limited to drain lines, electrical conduits, and fire � L �
<br /> � I sprinkler lines. Penetrations around columns are only allowed � � W
<br /> r_ __ _+ _ __ _, � __ __ + _ __ , r _ __ _� ____, �-__- � -- - - .e- --- -�- -- - -, r---�- -- +-- - whereindicatein4/S5.04, Atpenetrationsnearpost-tension o W
<br /> I I I I ( I I I I � anchors, see 7/S5.08. �
<br /> I , I I , I I , I I , I I , �
<br /> � � � I � � � Fe=509K
<br /> I I I I 23. �- Denotes post tensioned dead end.
<br /> � � r- � � � r-�-, 6., � I I I r � � � � I
<br /> - - � _ � L - �- �9 3/4" 8 3/4" 3" 9" 6" 6" 6" 6" 9" 8 3!4" 3" 9 3/4" 24. -�� Denotes post tensioned stressing end. Q
<br /> o E 6�� I 9 3/4� � 3° 8 3/4° I 9 3/4° �6° 7 i�2° � ( - i I � (Tendons shown as stressed from both ends shall
<br /> o� � , � � ; � � � � � � � I I I � be pulled equally from each end. Q
<br /> � I I � W
<br /> _� � , I I , I I , I I , � � � I � _ _ 25. Reinforcing between columns shall be centered and uniformly
<br /> a o � _ ___ ____ � L__- -t - - J �_ -- -t --- -� �-- -- -- - - - ---�-- - --' `--� - - distributed between columns. � �
<br /> " -� � 5 1/2" I 5 1/2" 5 1/2" I � " � �
<br /> H 5 1/2" 6„ 6 I 5 1/2" O �
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<br /> � Fe=26.22K/FT Fe=24.25K/FT Fe=28.16K/FT Fe=26.67K/FT Fe=24.14K/FT Fe=25.01 K/FT Fe=26.24K/FT �' �
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<br /> � 3rd FLOOR POSTTENSION PLAN - AREAA A
<br /> �, 1 1/$�� = 1�-O�� SHEET NUMBER
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<br /> FULL SIZE=24z36
<br /> HALF SIZE=1�c18
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