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REINFORCING PLAN NOTES ���y�y�
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<br /> Reinforcing and Post Tension Plan Notes: Ame����P�ope�yoe�e�opme�t,�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. �coNsu�TaNr'SLOGOANDADDRESS)
<br /> � �5�-7�� � 30� - o�� � 19�-6° � Zs�-s° � �a� - s�� 2s�-7�� The dimensions shown apply to structural elements only.
<br /> For dimensions not shown, see architect of record submittal. ������
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<br /> I I I I I
<br /> � � 3. Contractor shall field verify existing structural conditions. If any 201 N. Maple Grove Ste. 100
<br /> i discrepancies are found, contractor shall contact the Architect BOISE IDAHO 83704
<br /> ' ' ' ' 5 ' � , and Structural Engineer before perForming alteration work. P E�oa2#$i54�91.00
<br /> �, I
<br /> A � - ALL STRUCTURAL�ETAI USED ON THIS
<br /> �+ PLANARE COPYRIGHT C OFLOCHSA
<br /> 4. FOr CO�UCYII� $Ched(.I�e $eE $heet J4.O2. ENGINEERINGOFIOAHO ERE-USEOF
<br /> I I ANY DETAILS AND CONCEPTS IS NOT
<br /> I ACCEP?ABLE WITHOUT WRITiEN CONSENT
<br /> OF LOCHSA ENGINEERING OF IDAHO.
<br /> . , , , � 5. For bottom reinforcing, East - West reinforcing shall be bottom most
<br /> 12-#5x6� -o° � - s-#sX3o�-o°AT 3°oc. � unless noted otherwise.
<br /> � AT 6"OC. 6-#8x35'-0"AT 3"OC. � P M� H FN
<br /> -' EACHWAY - - - -� r- ---- T---- , r- - --T-- -- 1 r -- -- �- ---- - -- - -- --� r- - - -�--- . � oF w ti
<br /> � I I I I I I i � � � � � 6. For top reinforcing, North - South reinforcing shall be top most unless �'�P�� Nco '
<br /> I I I I I � I noted otherwise. For concrete slabs reinforced with mild reinforcing � s
<br /> I I � I I � I � I � � I I I , only, provide 2" clear to top most and bottom most reinforcing uno. �'
<br /> I I I I I I � � For post-tensioned concrete slabs reinforced with mild reinforcing and
<br /> g - _ - _ _ -_ _ _ _ _ _ � _ _ _ _ � - _ -��� _ _ _�- _ + _ _ ��_ _ � _ - _ _ _ � _ _ ��� - _ - _ - _ � - -� - - - - - - � � � - - - - posttensioningtendons, provide2" cleartotopmostreinforcingand
<br /> I I L J I I L J I I L J ( � I 2 1/8" clear to bottom most reinforcing. ,�FS`'T�RA� EN�\�G\ �
<br /> II I I S��NAL EN
<br /> I I I I I I I ( I I 7. For t ical reinforcin details see S5.03 and S5.04. 05-29-1
<br /> I I I I I ( I I � � Yp� 9 EXP.01l07/202
<br /> I ( � ( � � � � For typical post-tensioning details see S5.06 thru S5.08.
<br /> (- --- L -- -- � L-- -- - - --J �-- - - - - - - - � �- - -�- -- I
<br /> T T � � � COPYRIGHT CQ2005, ALL RIGHTS RESERVED
<br /> � 8. � Denotes opening in slab. For reinforcing around
<br /> ; i
<br /> openings at slabs reinforced with mild reinforcing only SUBMITTAL/REVISIONS
<br /> #5 AT 16°�oc. EacH waY � � ' see 6/S5.04 and at post-tensioned slabs see 4/S5.07 # DATE DESCRIPTION
<br /> �c� i i i � unless noted otherwise on plans. � 03/28/18 ADDENDA#1
<br /> � � I i
<br /> ca'.i I 4 04/20/18 ADDENDA#4
<br /> � � , � � 9. All bars between columns are centered on grids, unless noted
<br /> ! I � otherwise. 5 05/29/18 ADDENDA#5
<br /> ' ' ' _ _ _ I �_ _ 10. For reinforcing layout at columns see 2/S5.04. For additional
<br /> --- � - - ---}- - -- � - - -- --- -� � -- -- - - - --- - - - -�- � i- -- --
<br /> r I I I l ( � I I � I I � information at mild reinforced slabs see 1 /S5.04, and at post-
<br /> � I I � � ( � I I � ' I I � , tensioned slabs see 2/S5.08 and 3/S5.08
<br /> �
<br /> � I I �B I I I I I ( 11. In addition to all reinforcin shown on 3rd floor slab to and bottom
<br /> � � � J p
<br /> � I I � _ ( r � I ( � � I I � __ _ reinforcing plans, see sheet S1.11A and S1.11 B for additional
<br /> C - - - - - � - - -- - - - -�- - - - - - I- - L-�-� - -- - -i-- - - ��- - --I - - - - - - - -F- - - - L J - - -�- - - - - - -�
<br /> I I � I , I I , I � ( reinforcing requirements at shear wall holdown anchors.
<br /> � I I I I I ' I I '
<br /> � I I I 1 I I I � 12. • � � • Denotes slab reinforcing transition edges.
<br /> � � � � � �
<br /> I �- _- _ L_ - _ -- _ J �_- _-�- _ _ - �_ - _- -�-_ --�, � -fi -- {�-_ _ 13. All P-Ttendons shall be 1/2" in diameter, 7wire strands,
<br /> � � � I unbonded (sheathed) and shall be in conformance to ASTM A416.
<br /> ,
<br /> �
<br /> � I 14. Fe=###k Denotes effective force for continuous banded - --
<br /> � �
<br /> � � post tensioned tendons (kips) after losses.
<br /> � M �: ' ' s-#s aT s°oc. � , � , 15. Fe=###k/ft Denotes effective force for distributed post tensioned
<br /> � EacH si�E oF I tendons (kips/ft) after Iosses.
<br /> .
<br /> ' �� - i i OPENING � }�
<br /> �"`�,-,�;�'��� � � 16. �-X!--j X" indicates dimension in inches from bottom of slab, �
<br /> ' � r - r- - -- -!- --- -i r -� - - �- - excluding drop caps and beam, to center of gravity of -�
<br /> - -- +- - � - --�- -- -- ---
<br /> I I I ' I � ' I I post-tensioned strands. See details on sheets S5.51 thru
<br /> � � � � ;- -;- ---� � � +- � � I S5.53 for additional data. �
<br /> _�
<br /> � I I ;__ _' ' I � I I � � . „ N
<br /> I I _ � I �,� I I � 17. Distributed tendon spacing shall not exceed 48 oc. (� �
<br /> p -- - - -- - - - - - - -}- - - - - -�- - - -�-;- - - - - - �- - - - - - - - - -� - - - L � - - - - - -[�- - -�- - - - - -{ - - - �- �-+
<br /> I � � I I , � I � ( I 18. Added tendon profiles shall match main tendon profile, uno. O� �
<br /> � I I I I I � �
<br /> _ .___ �___ r
<br /> I I � I � ' I ( � ' 19. Provide a minimum 2-post-tensioned tendons directiv over columns in � �
<br /> __ ' , _ _ __ J , L __ __ ; __ __ � _ __ _� I I each direction. For additional information see 2�S5.08 and 3/S5.08 > z
<br /> I � !
<br /> I I I
<br /> � - � ----� �- - -- -� �- -�- - - ,-- - �
<br /> � 20. Coordinate all drain, blockout locations, and quantity with arch. Q � �-
<br /> ; , � , and mechanical. Blockouts shall not interrupt PT tendons and � Z
<br /> I I reinforcements, typ. For additional information see 4/S5.04, 6/S5.04 � �
<br /> �' � � � 4/S5.07 ,and7/S5.08 unless noted otherwise on plans. (� � �
<br /> N I I � Q
<br /> � � ' , ' " , ; � I I I 21. Post installed anchors m post-tensioned slabs are not allowed � >
<br /> ' unless the required embedment of the anchor is 1" or less. �
<br /> I �
<br /> r - -- r ----� -- - - � r- - - -=- -- -, r- -- - '--- -- --- �-T - - , -- 22. All piping and conduit are to be hung belowconcrete slabs. This w � �
<br /> ( I I I I I I I I � includes but is not limited to drain lines, electrical conduits, and fire � O �
<br /> I ( I � I I � I I � I I s rmkler lines. Penetrations around columns are onl allowed � M
<br /> ( I 1 I I I I ', I I I ' p y � W �
<br /> where indicate in 4/S5.04. At penetrations near post-tension �
<br /> I I I �,� I I �,� I I ,� I I � anchors, see 7�S5.08. o W
<br /> E - - - - - - - - - - -�- - -- - - - -�- - - -L � -� - -f- - - �-�- - � - - - - - -�- - - --E� - - - - rt - -� - - - - - -� � - - - - �
<br /> ( I I � I I � I I I I 23. �--- Denotes post tensioned dead end.
<br /> I I I ' I I ' I I ' � ;___- � I
<br /> I I I I I I I I -- I
<br /> ( I I � I I � I a � � � � � � 24. -� Denotes post tensioned stressing end. �r1
<br /> � L - -- L __ _- __ _ _ J L_ - -- - _--J � __ - _ _ _ _ - __ --_-�- 5 � _ L __�_- (Tendonsshownasstressedfrombothendsshall W �.J
<br /> � be pulled equally from each end. �- z
<br /> , �-
<br /> � i i 6-#8x35'-0"AT 3"OC. i 6-#8x35'-0"AT 3"OC. � �
<br /> � �
<br /> 25. Reinforcing between columns shall be centered and uniformly � U �
<br /> � � � I � distributed between columns. U �
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<br /> � 3rd FLOOR SLAB BOTTOM REINFORCING PLAN - AREA A O��BY A�
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<br /> � 'I/H�� _ 'I�-O�� SHEET NUMBER
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<br /> �� 1 . 04
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<br /> FULL SIZE=24z36
<br /> HALF SIZE=12x18
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