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REINFORCING PLAN NOTES ��y°'
<br /> PD
<br /> fZ@IflfOf Gltlg aC1C� POSt T2CISIOCI P�aCI NOt2S: American Property Deveiopment,Inc.
<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. ccoNsu�rANT�s�ocoalloaooREss�
<br /> � '� � � � ; , The dimensions shown apply to structural elements only. ����S�
<br /> For dimensions not shown, see architect of record submittal.
<br /> 15 -7 30 -0 19 -6 28' -9" 18'-3" 28 -7 e ,- �a � „ � �= n t ,�-; :�
<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 /> � � � � � � i � and Structural En ineer before erformin alteration work. Pnone�2os� 34z-7�ss
<br /> �
<br /> g p g LE JOB# 154191.00
<br /> ALL STRUCTURAL DETAI USED ON THIS
<br /> 12-#6x6�-O�� I } �+ PIAN ARE COPYRIGHT C OF LOCHSA
<br /> 4. FOr CO�UI�T�n .SChGdU�Pr SGP. .SheeL �74.02. ENGINEERIN�OFIDAHO HERE-USEOF
<br /> A AT 6��OC, a _ . , - I - - - . I _ � - . _ , - I _ - .- ACCE T�ABLEIWIiHOUTWRITTENICONSENT
<br /> �� a- � � _ - - a - - - - -° a°' - - - - `� - - - _ " �'=�` - - - Of LOCHSA ENGINEERING OF IDAHO.
<br /> ; , � ' , 5. For bottom reinforcing, East - West reinforcing shall be bottom most
<br /> I unless noted otherwise. M. H
<br /> � � 4-#5 x15'-0"AT 3"OC. P FN
<br /> ;� -' 1B ' ' 4-#5x15�-o°AT 3°oc. ' ' � ' 6. For top reinforcing, North - South reinforcing shall be top most unless ?P�� °F W "�,ti'
<br /> � � � � � � � � � noted otherwise. For concrete slabs reinforced with mild reinforcing � �
<br /> � -f � -� � -' -� � only, provide 2" clear to top most and bottom most reinforcing uno. �
<br /> � � ; � �, ; � ; For post-tensioned concrete slabs reinforced with mild reinforcing and
<br /> � �* �* � � � � ost tensioning tendons, provide 2" clear to top most reinforcing and
<br /> � � � � � � p
<br /> B 9-#5x11'-6' , 11-#5x11'-6" . . 9-#5x11'-6" - 8-#5x11'-6" - 8-#5x11'-6" _ 16-#5�C11'-6" _ 2 �/$�� clear to bottom most reinforcing. ,� �r�Ra� ENG�� `�
<br /> - - a -- - - -- - - -- - - - - - - - - - - - - - - - - - I - FSS�0 N A� ENG�
<br /> 7. For t ical reinforcin details see S5.03 and S5.04. 05-29-1
<br /> a I y{� .g EXP.01/07/202
<br /> For typical post-tensioning details see S5.06 thru S5.08.
<br /> I COPYRIGHT C�2005, ALL RIGHTS RESERVED
<br /> � 8. � Denotes opening in slab. For reinforcing around
<br /> � , , , , � � openings at slabs reinforced with mild reinforcing only SUBMITTAL/REVISIONS
<br /> see6/S5.04 and at post-tensioned slabs see4/S5.07 # DATE DESCRIPTION
<br /> � � � � � � , unless noted otherwise on plans. � 03/28/18 ADDENDA#1
<br /> �n I 4 04/20/18 ADDENDA#4
<br /> I 9. All bars between columns are centered on grids, unless noted 5 05/29/18 ADDENDA#5
<br /> N ' ' ' ' ' otherwise.
<br /> I
<br /> � � � � � I � 10. For reinforcing layout at columns see 2/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 /> , _ I _
<br /> 9 X 5-#5x10'-6" � � � `�
<br /> � � ,� ;� I ; 11. In addition to all reinforcing shown on 3rd floor slab top and bottom
<br /> � *� *� � � � reinforcing plans, see sheet S1 .11A and S1.11 B for additional
<br /> 9-#5x11�-s° 7-#5x10�-s�� - - � 10-#5x18�-o�� 8-#5x11'-6' 8-#5x11�-s�� 12-#5 11�-s�� reinforcing requirements at shear wall holdown anchors.
<br /> C - - - - - - - - - - - - --- - - - - - - -- - - - - - - _ - - --
<br /> � � � I I � 12. • � � • Denotes slab reinforcing transition edges.
<br /> , I
<br /> _ X oO I
<br /> � � � � I 5, _6„ � 13. All P-T tendons shall be 1/2" in diameter, 7 wire strands,
<br /> , °° , �� 1B � Q , � I � � � unbonded (sheathed) and shall be in conformance to ASTM A416.
<br /> #6 AT 12" OC. �
<br /> , , , � ( , , 5'-6° � � 14. Fe=###k Denotes effective force for continuous banded
<br /> I I � post tensioned tendons (kips) after losses.
<br /> _ - #5x6'-0" #6 AT 12"OC.� .
<br /> °' "" ' � AT 36°oc. � ' 15. Fe=###k/ft Denotes effective force for distributed post tensioned
<br /> , � __. ' �___-- - ------ --- --- --------- --- -
<br /> � o --- -- - -------$---- ---_$_--------- ---_�__�_- tendons (kips/ft) after losses.
<br /> � M �
<br /> � � CENTERED #5x6'-0" ��
<br /> �. i i --�- _ i i AT 36"OC. �
<br /> - ;,. r _ oN wa�� CENTERED 16. �-X-„�-� X" indicates dimension in inches from bottom of slab,
<br /> a i - � ON WALL � excluding drop caps and beam, to center of gravity of �
<br /> � �� �� � � � ' post-tensioned strands. See details on sheets S5.51 thru �
<br /> � � � - - - S5.53 for additional data.
<br /> _ X - X � � � � N
<br /> - � � � - � � �
<br /> N �° °° � � i � 17. Distributed tendon spacing shall not exceed 48" oc. (� �
<br /> � � � W �
<br /> D _ 9-#5x11'-6'T 6-#5x10'-6" _ _ _ : 6-#5x10'-6" _ __ 8-#5x11'-6" 8-#5x11'-6' 11-#5 11'-6° _ _ �$. Add(?d t@tldOtl pl"Of1�2S Sha�� t7latCh tllalll t2tldOtl pl"Ofl�6, U110.
<br /> �d
<br /> ■
<br /> 5-#5x10�-s" 5-#5x10�-6�� I 19. Provide a minimum 2-post-tensioned tendons directly over columns in �
<br /> ( each direction. Foradditional information see 2�S5.08and 3/S5.08 � � z
<br /> � > -� O
<br /> � � � 20. Coordinate all drain, blockout locations, and quantity with arch. Q E-
<br /> ' ' ' ' ' ' and mechanical. Blockouts shall not interrupt PT tendons and � �
<br /> � reinforcements, typ. For additional information see 4/S5.04, 6/S5.04 � Q. z
<br /> , , , , I � 4/S5.07 ,and7/S5.08 unless noted otherwise on plans. ((� � _
<br /> � � � Q
<br /> N � � � � � � , 21. Post installed anchors in post-tensioned slabs are not allowed � �
<br /> I unless the required embedment of the anchor is 1" or less.
<br /> � �' ' ' ' ' I ' 22. All piping and conduit are to be hung below concrete slabs. This w
<br /> : _ _ _ _ � _ includes but is not limited to drain lines, electrical conduits, and fire � O �
<br /> � `_° � `_° � `� � � � ° � sprinkler lines. Penetrations around columns are only allowed � � W
<br /> X X X X X � x where indicate in4/S5.04. At penetrations near post-tension � �
<br /> * * � � � I * anchors, see 7�S5.08. � W
<br /> � � � � � � a
<br /> 9-#5x11'-6" _ - 9-#5x11'-6" . 9-#5x11'-6" 8-#5x11'-6" 8-#5x11'-6'_ 15-#5�C11'-6"
<br /> E - - � - - --- - - -- - - - - - - - - - - - - - - - - - - - - - - - - � - - - -- 23. �- Denotesposttensioneddeadend.
<br /> 16
<br /> 0 � 24. -�" Denotes post tensioned stressing end.
<br /> (Tendons shown as stressed from both ends shall W
<br /> � � i 18-#8 AT 3��oc. � ° � 18-#8 AT 3°oc. � , 0 be pulled equally from each end. �- r n
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<br /> ° 6�-o�� � � � � � � 25. Reinforcing between columns shall be centered and uniformly �/ Z �
<br /> ; , � � M � I � distributed between columns. U U
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<br /> � 2nd FLOOR SLAB TOP REINFORCING PLAN D��BV A�
<br /> �' � 1/8" = 1'-0"
<br /> � SHEET NUMBER
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<br /> FULL SIZE=24x36
<br /> HALF SIZE=12zt8
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