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<br /> REINFORCING PLAN NOTES ���"
<br /> PD
<br /> fZelf1f01'Clllg c'�t1C� POSt T@C1SIOtl P�aCI NOt2S: American Property Development,Inc.
<br /> 110110th Avenue NE suite 550
<br /> Bellevue,WA 98004
<br /> 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> 7 8 9 �� � � �2 2. Architectural backgrounds are shown for reference only. �coNsu�TaNT'SLOGOANDADDRESS)
<br /> The dimensions shown apply to structural elements only.
<br /> 28, �„ 28, _ 9„ 28,_9., 29�_��� 16� -s�� For dimensions not shown, see architect of record submittal.
<br /> e r7 ,� ; r� _ a r� ; n g
<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 i i i p Phone(208) 342-7168
<br /> and Structural Engineer before performing alteration work. �E�oB# �5a.�s�.00
<br /> ALL STRUCNRAL DETAIL,$USED ON THIS
<br /> I � I � � I I 4. FOr COIUCT�CI SChedUle See Sheet S4.OZ. PANYDETAI�LSANDCONCEP�TS SNOTA
<br /> ENGINEERING OF IDAHO�F{E RE-USE OF
<br /> I li
<br /> ACCEPTABLE WITHOUT WRITTEN CONSENT
<br /> A I
<br /> OF LOCHSA ENGINEERING OF IDAH .
<br /> - 5. For bottom reinforcing, East - West reinforcing shall be bottom most
<br /> I i 6„ 6�� 6�� 6„ 6„ 6�� 6�� 6�� 6�� unless noted otherwise. P M H FN
<br /> � � , � �
<br /> 6. For top reinforcing, North - South reinforcing shall be top most unless o �P�� °F ASH�Nc �,
<br /> � I . . 9 � .
<br /> , r _ __I_ __ � - - -- -� r- -- -T- -- -, r -- ----� r -�- -- - � noted otherwise. For concrete slabs reinforced with mild reinforcin
<br /> - r- s,� 6�� 6� 6" � only, provide 2" clear to top most and bottom most reinforcing un�o. R ��� �
<br /> �. I I 6�� 6�� 6�� � 6" � 6" � � � ( �
<br /> � � � I � I I � ( ( , I I � I For post-tensioned concrete slabs reinforced with mild reinforcin and
<br /> ( I � � ( Fe=509K � � � I I post tensioning ottom most�ei�nfo?cinlear to top most reinforcing and o� �G URA3L4EN � ���
<br /> 2 1/8 clear to b g
<br /> FSS�ONAL ENG�
<br /> I I I � , o, „ I„ ., � � „ I „ I „ � _ 03-29-1
<br /> B , I �� � „ I �� „ I L � � I i4 9 3/4 3 8 3/4 � 9 3/4° 6" For t ical reinforcin details see S5.03 and S5.04.
<br /> I � 9 3/ " 8 3/4" g 3/4" 3� 8 314" I$ 3/4 -9 3/4 ( 8 3/4 3 � 9 3/4 ( 8 3/4 3 8 3/4i 8 3 I � ( 7. yp g EXP.01/07/202
<br /> � � , � � , 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 � p g g COPYRIGHT CO2005, ALL RIGHTS RESERVED
<br /> ( 8. � Denotes o enm m slab. For remforcin around
<br /> �_� _ _ ' __ � L - _ I - _-- J ��=-,, L- -_ - � - -- -J L_ -- - J L- - - � - - -J 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 /> T . : ., T T-
<br /> � � , � � unless noted otherwise on ptans. � o3i2si�s ADDENDA#1
<br /> � �
<br /> I _�
<br /> � � � 9. All bars between columns are centered on grids, unless noted
<br /> , „ 2 3i$„ otherwise.
<br /> _ ,
<br /> �, i �
<br /> � „ „ 3 1/
<br /> 4 23
<br /> /8"
<br /> 238'
<br /> rn /4 3"
<br /> /4 3 3
<br /> 3 3 3/4 3 3/4
<br /> N 3
<br /> I i i 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 /> � , � � ' __ _ tensioned slabs see 2/S5.08 and 3/S5.08
<br /> - - -
<br /> � - � -- � - --- �- - - - - � �-- - - -� -- -� �- - -}-- - -- � �- - - �
<br /> I � I � I � ; I I ! � � � � 11. In addition to all reinforcing shown on 3rd floor slab top and bottom
<br /> � I I I I � I I I
<br /> I � � 9�� 9�� I I , I reinforcing plans, see sheet S1.11A and S1.11 B for additional
<br /> � � � I I I I I � , ( reinforcing requirements at shear wall holdown anchors.
<br /> � � � �� � � �'� I
<br /> C � �
<br /> - - - - 6"- - - - -
<br /> I I i 9 3/ " 8 3/4" � 3" �� 8 3/4" -9 3/4" I 8 3/4" 3" I Li 9 3/4" 5 1/2° 8 3/4" 8 3/4° I 3" I 8 3/4" Li-9 3/4" I 6" �2, • � � • Denotes slab reinforcing transition edges.
<br /> 8 3/4' 8 3/4 � i
<br /> � I i � � � � � Fe=696K � i �� •
<br /> � I � I I � I I I 13. All P-T tendons shall be 1/2 m diameter, 7 wire strands,
<br /> � I ( I I I � Fe=23.82K/FT �B � � � I unbonded (sheathed) and shall be in conformance to ASTM A416.
<br /> L- - ---J �- - -- - ------ -� -- - J �-- - - �-- -- -J
<br /> �- � -- �-- - -� - -
<br /> � , 6„ , � 14. Fe=###k Denotes effective force for continuous banded
<br /> � post tensioned tendons (kips) after losses.
<br /> � ' ' � 15. Fe=###k/ft Denotes effective force for distributed post tensioned
<br /> � � �
<br /> _ tendons (kips/ft) after losses. �
<br /> 00 0 � � 2 3/8" 2 3/8" 2 3!8" 2 3/8" � 2 3/8° � 2 3/4" 2 3/8" � ♦/�
<br /> � I Fe=32.16 K/FT t---�-t v,
<br /> 16. X" indicates dimension in inches from bottom of slab,
<br /> I � , , r_ , " excluding drop caps and beam, to center of gravity of �
<br /> - - - -
<br /> ,,- - - post-tensioned strands. See details on sheets S5.51 thru �
<br /> I +_ _ _ __ , � � � S5.53 for additional data.
<br /> � - � -- +- - --� � - - - --- - � �- --- --- �
<br /> � Fe=696K I �
<br /> � I � I I I --- I ( ' � 17. Distributed tendon spacing shall not exceed 48" oc. M (,/)
<br /> i � 8 3/4" � 9 3/4° � 6"
<br /> i I i ,_ � 3��
<br /> � � � I I I I � '
<br /> I 9 3� 8 3�4" 8 314" 3 1/2" 8 3/4" �8 3/4" 9 3�4�� � 8 3/4" 3" � r 9 3/4" � 8 3/4" � I LiJ � 18. Added tendon profiles shall match main tendon profile, UtlO. �
<br /> p - - - - -- - - �
<br /> � - - - - - - - - - - - - - - - -
<br /> ( I I � I I L � I 6�� 6 I � j � 19. Provide a minimum 2-post-tensioned tendons directiv over columns in �
<br /> � � � � , � „ $3i4„ � � each direction. Foradditional information see 2�S5.08and 3/S5.08 > � Z
<br /> � I I
<br /> ( I I � � � I 83/4" � I L- - --�-- - - --� � � �
<br /> � I I � � � � ( � , I � 20. Coordinate all drain, blockout locations, and quantity with arch.
<br /> �-- -'I" -- -- - -� L- -- - - - --� L- --- - - ---� �- - - - - - - - -� � z
<br /> 1 + � and mechanical. Blockouts shall not interrupt PT tendons and � � _
<br /> � T I ' ' � 4/S5 07 and 7/S5.8�r un e�ss nolted o hetrw se on plans.04, 6/S5.04
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<br /> �, � , , � � 21. Post installed anchors in post-tensioned slabs are not allowed � �
<br /> � ► 4�� 4�� 4�� 4�� 2 3/4�� a�� 2 sis�� 2 3�$" unless the required embedment of the anchor is 1" or less. �
<br /> � � , � � (� ~
<br /> I 22. All piping and conduit are to be hung below concrete slabs. This W Q W
<br /> - � �
<br /> � _ ___ __ _ includes but is not limited to drain lines, electrical conduits, and fire
<br /> � � m �
<br /> �-� - -!- -- -� �- - = - -- -� r-- - - �- -- -� � - - - �- - - � �- � sprinkler lines. Penetrations around columns are only allowed � W
<br /> � � I I I I I ( � � where indicate in 4/S5.04. At penetrations near post-tension � �
<br /> � I , � � � � I � I I � I � ' � anchors, see 7�S5.08. ° W
<br /> � � � � i � Fe=509K i i I ( I �
<br /> � � � I ,� ��� �- � � � '-� � 23. �- Denotes post tensioned dead end.
<br /> N E - - � 9 3( " 8 3/4" 8 3/4" 3'� 8 3/4" 8 3J4" -9 3/4" 8 3/4" 3° � -9 3/4" 8 3!4" 3" 8 3/4" L 9 3/4" 3" I 8 3/4" -9 3/4° I 6"
<br /> o I I ' I ' I ( ' I I I I � � I 24. -�' Denotes post tensioned stressing end. m
<br /> � (Tendons shown as stressed from both ends shall
<br /> � I I I I I I I I
<br /> o I
<br /> � � � , � � � I I � I I � I I � I be pulled equally from each end.
<br /> _ I - �"' w
<br /> � � '- --1 -- -- - --� L- - - - -- -J L-- _ - t- -- -J L - - -t-- - - J L- - -�- J 25. Reinforcing between columns shall be centered and uniformly � �
<br /> a � I , 5 1/2° 5 1/2�� s �i2�� 5 �/2�� � 5 �i2�� i 5 1/2° 5 1/2�� , 5 ��2" , distributed between columns.
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<br /> y Fe=26.24K/FT Fe=26.4K/FT Fe=26.4K/FT Fe=26.15KlFT Fe=26.34K/FT Fe=25.63K/FT Fe=26.09K/FT ••
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<br /> � Fe=26.4K/FT � � �//�
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<br /> � 3rd FLOOR POST__TENSION PLAN - AREA B _ _ _ _ A
<br /> � � 1/8" = 1'-0"
<br /> ' SHEET NUMBER
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<br /> FULL SIZE=24x36
<br /> HALF SIZE=12x18
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