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<br /> REINFORCING PLAN NOTES ���"�
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<br /> R@IClf01'CI11g a11C� POSt T@t1SlOt1 P�aCI NOt@S: 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 /> 2. Architectural backgrounds are shown for reference only. ccoNsu�TaNr'SLOGOANDADDRESS)
<br /> The dimensions shown apply to structural elements only. �����
<br /> 7 g 9 10 � � �2 For dimensions not shown, see architect of record submittal.
<br /> �� -� � . ,, �< <� , , �� �
<br /> 3. Contractor shall field verify existing structural conditions. If any 201 N. Maple Grove Ste. 100
<br /> i , i i BOISE IDAHO 83704
<br /> � 28, 7„ � 28,-9„ 28�_9�� 29� _7�� 16' -8 L discrepancies are found, contractor shall contact the Architect Phone(208) 342-7168
<br /> -�f and Structural Engineer before performing alteration work. �E�oB# �54�9�.00
<br /> � � I � I PLAN ARE COPYRIGHT LC OF LOCHSA
<br /> ALL STRUCTURAL DETAI USED ON THI
<br /> 4. F�r C��umn SChe,Ju�e See Shee} C�A.O�. ENGINEERINGOFIDAHOTHERE-USEOF
<br /> u � .��•r ANY DETAILS AND CONCEPTS IS NOT
<br /> ACCEPTABLE WITHOUT WRITTEN CONSENT
<br /> � � � I �
<br /> I
<br /> I 12-#6x6�-O�� OF LOCHSA ENGWEERING OF IDAN .
<br /> 5. For bottom reinforcing, East - West reinforcing shall be bottom most
<br /> I ; AT 6��oc. unless noted otherwise. P M• H E�
<br /> A �F ASH
<br /> I j 6. For top reinforcing, g p
<br /> North - South reinforcin shall be to most unless o�P�� '�� �,
<br /> � , � � ' ' noted otherwise. For concrete slabs reinforced with mild reinforcing � :�
<br /> only, provide 2" clear to top most and bottom most reinforcing uno. �� �
<br /> � � v.
<br /> , r_ � __� _ __ _.� � _ _ _ _ t _ _ - _ , � --- -rt.-- -- , � - -- --r - - -- � r--- - -r - - --� Forpost-tensioned concrete slabs reinforcedwith mild reinforcing and
<br /> � I I I I I I I I I � post tensioning tendons, provide 2" clear to top most reinforcing and �'T,� 3�8* �
<br /> � G � �
<br /> � � � � � � � I I I , � 2 1/8" clear to bottom most reinforcing. °,� RA� E" ��
<br /> I I � I I I I I I I I I FSS�ONAL ENG\
<br /> I I � � � 7. For t ical reinforcin details see S5.03 and S5.04. 03-��:0�0��202
<br /> r �-- - -
<br /> I I � � -�- - - - - - � �_���. _-- - For typical post-tens oning details see S5.06 thru S5.08.
<br /> B - - - - {- �_�sX-rr= . _� - �--- - - - - -I--9--�8����q�. _� - - - -}- - - - -I--g�r- . :�- - - -}- - - - - - --}- -s�sX - _ -- - - � -
<br /> I � I I � I I N I I N � � I � �
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<br /> � � I � � I � � I I � � I I � � I X COPYRIGHT C 2005, ALL RIGHTS RESERVED
<br /> � 8, � Denotes opening in slab. For reinforcing around
<br /> � I � I I � I I � I I � ( / � � ( SUBMITTAL/REVISIONS
<br /> �, openings at slabs reinforced with mild reinforcing only
<br /> I ( I , I I , �' I � , � � � � � see 6/S5.04 and at post-tensioned slabs see 4/S5.07 # onTE DESCRIPTION
<br /> L - -� - - -- --� �-- -- - -- -J �- --- - - -- J L - --- -- --� �- - - - - - --J
<br /> I -;- - � - � - � - �- unless noted otherwise on plans. � 03/28/18 ADDENDA#1
<br /> � , , �
<br /> ' ' 9. All bars between columns are centered on grids, unless noted
<br /> I _
<br /> I ,, otherwise.
<br /> � i , I
<br /> �, � 10. For reinforcing layout at columns see 2/S5.04. For additional
<br /> N � , , � � ' information at mild reinforced slabs see 1 /S5.04, and at post-
<br /> tensioned slabs see 2/S5.08 and 3/S5.08
<br /> I
<br /> I � � � - -- - � r - - - -�- -- - - � 11. In addition to all reinforcing shown on 3rd floor slab top and bottom
<br /> �- -- - -- - � � -- - - - - - � � --- - - - -� �- - -�
<br /> I � � I I � I I � I � � � I I , I reinforcing plans, see sheet S1.11A and S1.11 B for additional
<br /> I � � I I � I I � ( � � � I ( ( reinforcing requirements at shear wall holdown anchors.
<br /> I I I I I I 15_ $ �_ � � , �
<br /> � � ' I I ' I I ' I I I I 12. • �' � • Denotes slab reinforcing transition edges.
<br /> C - - - - - � -s= X-�z� . _ - - - {- - - - - -I-9-�zs�-z�=�. _� - - - -I- - -f-g�r- . :�- - - -{- - - - - , - - -�- - - - - - - - -} -��s�2-c�. :� +- - - - -
<br /> � � , N I I � N I I � N � � � o #sX��-o° � � ' N i 13. All P-T tendons shall be 1/2" in diameter, 7 wire strands,
<br /> ( `� I I `� I I X I N I � � � unbonded (sheathed) and shall be in conformance to ASTM A416.
<br /> I I I � I I I � ( I I � I I � I I k � I
<br /> I � I I I I I I � �, __ � L_ � 14. Fe=###k Denotes effective force for continuous banded
<br /> L- -�-- -�----- J �- - - - - 't---- - J �- -- - -'t'- - - --� - -- - -� - - - - J
<br /> post tensioned tendons (kips) after losses.
<br /> I
<br /> 15. Fe=###k/ft Denotes effective force for distributed post tensioned
<br /> I , , � ' tendons (kips/ft) after losses. };
<br /> °' � I � 16. �--� X" indicates dimension in inches from bottom of slab, �
<br /> �° � I � ' ' " excluding drop caps and beam, to center of gravity of �
<br /> � I , , post-tensioned strands. See details on sheets S5.51 thru �
<br /> � � I� - r -- - - -- - - 1
<br /> S5.53 for additional data. N
<br /> � I I M
<br /> �- �- --� - - - - � � - - - --�-- - - - -� ___ ,�_._-�_. r --- -� -- - -� o- - -� `' ,
<br /> ( I I I � � � � 17. Distributed tendon spacing shall not exceed 48" oc. (n
<br /> I � X I I
<br /> � I , � I , I I , I -' � � � � 18. Added tendon profiles shall match main tendon profile, uno. W �
<br /> � � � � � I
<br /> � � � � I � I 9-#8x12'-0� �' � �
<br /> � I I I �-#sX7�-o�� � � � I 19. Provide a minimum 2-post-tensioned tendons directiv over columns in �
<br /> � - - - } -��X : - }- - - - -I-9-�s�2�=�. : + - - - - - � g��'- � _ - - - � - - - - � I � I each direction. For additional information see 2�S5.08 and 3/S5.08 > � Z
<br /> � I N I I N ( I � � `° '� �
<br /> � � � X � � � X � � i x � 5r#8x12'-0" i � I � I Q �-
<br /> � __ o I °' I 20. Coordinate all drain, blockout locations, and quantity with arch. � z
<br /> � � � � I *� I I �* I I ti I � -- - - - - - - �
<br /> and mechanical. Blockouts shall not interrupt PT tendons and � �
<br /> I , °' I I , °' I I , � I I � � I �
<br /> �-- � - - - - - J � - - - - -fi -- - � L --- - -- - - J L- -- � -- - - J , ,. , 4/S5 07 and7/S5.8�run�e'ss noted o hetrwise on plans,04, 6/S5.04 -
<br /> t � � ,,� .. � � (n
<br /> � � � Q
<br /> � � � �B ,_ _ 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 /> � �
<br /> � i c nduit are to be hun below concrete slabs. This W
<br /> N � , 22. All pipmg and o g � � W
<br /> � � � � � � �' ' � includes but is not limited to drain lines, electrical conduits, and fire s-
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<br /> __ , , sprinkler lines. Penetrations around columns are only allowed � � W
<br /> I -_ '
<br /> � �
<br /> � ' - -- where indicate in 4/S5.04. At penetrations near post-tension o W
<br /> �- --C- - - -- --� � --- - - - -- � � - - -- --- - --� �--- --' - - --� �-- - - '- - �
<br /> � � � � � � ; I I I I anchors, see 7/S5.08. �
<br /> � � � � � � I I � I " � � I � I I � I
<br /> � I I ( I ( I I I I I I 23. �- Denotes post tensioned dead end.
<br /> � ,
<br /> N I � I I , I I , I I , I I I _ _ _
<br /> N _ _ _ _ - - - - - - - �--g��_ . : - - - --F - - - - - - - -I- -�sX�r - _ -I- - � -s=�$xrr= . _� � 24. --� Denotes post tensioned stressing end.
<br /> E - - } --��X _ - - �--- - I-9-�s�2�=�. _� _ . ,� �
<br /> �� � N I I � I I � I I � i i I (Tendons shown as stressed from both ends shall W
<br /> ; I I ' � I I � I ( � I I � I I � I be pulled equally from each end. �' Ur
<br /> �, � � �* I I *� I I � I I � I I , I W
<br /> ' I � °' I I � � I I � I ( � I I ' � I 25. Reinforcing between columns shall be centered and uniformly �/ z m
<br /> a � L- � - --� -- - - J �- - - -- � - - - - J �- --- - +-- - --� L- -- -+ -
<br /> N -- -� � - - ---i- - - -' distributed between columns.
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<br /> FULL SIZE=24x36
<br /> HALF SIZE=12x18
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