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<br /> REI NFORCI NG PLAN NOTES ��`�'�
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<br /> Reinforcin atlCl POSt T@IlS1011 Plall NOt@S: American Property oeve�opment,�nc
<br /> g 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�TANT'SLOGOANDADDRESS)
<br /> 7 8 9 10 11 12 The dimensions shown apply to structural elements only.
<br /> For dimensions not shown, see architect of record submittal. � �
<br /> U �, ;, � �„ ; ,
<br /> 3. Contractor shall field verify existing structural conditions. If any 201 N. Maple Grove Ste. 100
<br /> ' 2$' -7" � 2$' -g" � 2$'-g" ; 29' -�" � 16'-$" � discre ancies are found, contractor shall contact the Architect BOISE IDAHO 83704
<br /> p Phone (208) 342-7168
<br /> atld Stt"UCtUI"a� EClgltl@eC b@fOt'@ p@I"f01"1711C1g a�t21'at1011 WOCk. LE JOB# 154191.00
<br /> ( I I I ALL STRUCTURAL DETAI USED ON THIS
<br /> ; I I PLAN ARE COPYRIGHT C OF LOCHSA
<br /> 4. FOr COIUCY�C� SChedUle See Sheel S4.OZ. ENGINEERINGOFIDAHO HERE-USEOF *
<br /> ANY DETAILS AND CONCEPTS IS NOT
<br /> ( 12-#6x6�-O�� ACCEPTABLE WITHOUT WRITTEN CONSENT
<br /> i �
<br /> A - - e - -a. o, a.. - __ _, - . . ,.�� �a _ . . - - . aa .a: . _ a - ,aa .: _ a. a_ . a�. - - - 5. For bottom reinforcing, East - West reinforcing shall be bottom most OFLOCHSAENGINEERWGOFIDAHO.
<br /> i i AT 6"OC
<br /> ( unless noted otherwise. P M_ H FN
<br /> I � pF ASy
<br /> 6-#8x16�-o° 6-#8x16�-o° 6-#8x16�-o° 9-#sX2o�-2° 6-#8x16�-o° 6. For top reinforcing, North - South reinforcing shall be top most unless o�P�� '"� �,
<br /> � noted otherwise. For concrete slabs reinforced with mild reinforcing � '
<br /> � I o only, provide 2" clear to top most and bottom most reinforcing uno. '
<br /> EQ EQ � For post-tensioned concrete slabs reinforced with mild reinforcing and
<br /> � � post tensioning tendons, provide 2" clear to top most reinforcing and �'�'�G 3548} �
<br /> � �
<br /> � ° 2 1/8" clear to bottom most reinforcing. °,� RA� E" ��
<br /> � 9-#8x46'-8" 9-#8x18'-0" 9-#8x20'-2" 8-#8x20'-2" - - - - �SS�o N n� E�'G ,
<br /> B � 7. For t y pical reinforcin g details see S5.03 and S5.04. 03�29.-0�o��zoz
<br /> � _ _ _ _ For typical post-tensioning details see S5.06 thru S5.08.
<br /> 0 0 0 0 3-#5x8�-6��AT 6��OC. COPYRIGHT C�2005, ALL RIGHTS RESERVED
<br /> I � N � N � N � N _ a EACH SIDE OF g. � Denotes opening in slab. For reinforcing around
<br /> � aXo � oXo � axo � axo C° - OPENING SUBMITTAL/REVISIONS
<br /> I N *� N � N � N � � openings at slabs reinforced with mild reinforcing only
<br /> � � `� � � � � � `� � see 6/S5.04 and at post-tensioned slabs see 4/S5.07 # DATE DESCRIPTION
<br /> I � M M � � unless noted otherwise on plans. � 03/28l18 ADDENDA#1
<br /> �
<br /> �
<br /> � � � � 16-#8x16�-o�� � 9. All bars between columns are centered on grids, unless noted
<br /> N 12-#8x16'-0" i 12-#8x16'-0" 13-#8x16'-0" 12-#8x16'-0�� _ otherwise.
<br /> i i
<br /> � j i 10. For reinforcing layout at columns see2/S5.04. For additional �
<br /> I o 0 0 0 0 0 ; =� information at mild reinforced slabs see 1 /S5.04, and at post-
<br /> � N N N N N � � ' tensioned slabs see 2/S5.08 and 3/S5.08
<br /> X X X X X - � �#
<br /> � � � � � o a � � `� ' a 11. In addition to all reinforcing shown on 3rd floor slab top and bottom
<br /> I � EQ W � °° reinforcing plans, see sheet S1.11A and S1.11 B for additional
<br /> � 0 6-#8x21�-o�� reinforcing requirements at shear wall holdown anchors.
<br /> C - -- - -- - 8-#8x125'-0" - - - - - - - - - - - - - - --
<br /> �o-#sX2o�-2�� 12. • � � • Denotes slab reinforcing transition edges.
<br /> � 8-#8x11'-6"
<br /> I � � - 13. All P-T tendons shall be 1J2" in diameter, 7 wire strands,
<br /> I � T d.
<br /> I 14-#8x10�-o° � � N � _ unbonded (sheathed) and shall be in conformance to ASTM A416.
<br /> � ai
<br /> � � �
<br /> 6-#8x16�-o�� 6-#8x16�-o�� 8-#8x16�-o�� , 14. Fe=###k Denotes effective force for continuous banded
<br /> o _ - 1B � post tensioned tendons (kips) after losses.
<br /> I , �
<br /> � 12-#8x10�-o�� 14-#8x16�-o�� � 15. Fe=###k/ft Denotes effective force for distributed post tensioned
<br /> �' � � N ; tendons (kips/ft) after losses. };
<br /> _ a o < a. 9 - o - �
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<br /> � 16. t--�� X" indicates dimension in inches from bottom of slab,
<br /> � _:h , " excluding drop caps and beam, to center of gravity of �
<br /> 6-#8x16'-0" 6-#8x16'-0" 8-#8x16'-0" 15-#8x8'-0' ___' -
<br /> -"�
<br /> I __ post-tensioned strands. See details on sheets S5.51 thru �
<br /> o - S5.53 for additional data. N
<br /> � � ° --
<br /> EQ EQ -
<br /> � 17. Distributed tendon spacing shall not exceed 48" oc. M (n
<br /> � 8-#8x8'-0" 10-#8x20'-2" � �
<br /> � �' - 18. Added tendon profiles shall match main tendon profile, uno.
<br /> � 12-#8x46'-8" 1 B 9-#8x20'-8" v_ _ � �
<br /> p - - - - - - - - - - - - - - - - - - - � - - - - - - - -
<br /> � - - X 19. Provide a minimum 2-post-tensioned tendons directiv over columns in �
<br /> - - - - - �- �� - � 4-#8x16�-o��AT 12��oc. � � each direction. For additional information see 2�S5.08 and 3/S5.08 � Z
<br /> � 6-#8x21 0 , � , > � O
<br /> ifl �o �o c� io � � � � � �
<br /> � N N N N N ° � _ � ° � � 20. Coordinate all drain, blockout locations, and quantity with arch. � �
<br /> � � � � � � o � � �
<br /> I � � � � o � o o N � and mechanical. Blockouts shall not interrupt PT tendons and � � z
<br /> � �- � � � , reinforcements, typ. For additional information see 4/S5.04, 6/S5.04 � � _
<br /> I 1B �B 1B ' �. 4/S5.07 ,and7/S5.08 unless noted otherwise on plans. � �
<br /> _ , i i 12-#8x10'-0"AT 1'-4"OC. i 12-#8x10'-0"AT 1'-4"OC. Q
<br /> "' 10-#8x16�-o° � �o-#sX�s�-o° 12-#8x16�-o° 21. Post installed anchors in post-tensioned slabs are not allowed � �
<br /> N I , �2-#sX�s�-o�� unless the required embedment of the anchor is 1" or less.
<br /> � � � �
<br /> 3-#8x26'-0"AT 8"OC. f-
<br /> � �B �B 22. All piping and conduit are to be hung below concrete slabs. This � (� W
<br /> I � �, � � 0 16 includes but is not limited to drain lines, electrical conduits, and fire � L �
<br /> I X X X X X - sprinkler lines. Penetrations around columns are only allowed � � W
<br /> � � � � � 4-#8x16�-o��AT 12��oc. `� where indicate in 4�S5.04. At penetrations near post-tension � �
<br /> � o � o M o
<br /> I N � N r � anchors, see7/S5.08, a
<br /> �
<br /> ,
<br /> o �g 15-#8x18'-0" 15-#8x18'-0" _ _ _
<br /> �o-#sX2o�-2�� 23. Denotes post tensioned dead end.
<br /> � E 13-#8x18'-0" 12-#8x20'-6"
<br /> 0 24. -�� Denotes post tensioned stressing end. �
<br /> o� � � � � � (Tendons shown as stressed from both ends shall W
<br /> � I � � `� `� - be pulled equally from each end. � r�
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<br /> a � , � � � � 25. Reinforcing between columns shall be centered and uniformly �/ _ �
<br /> � ° 6-#8x16�-o�� 6-#8x16�-o�� 6-#8x16�-o�� 6-#Sx16�-o° 6-#8x16�-o�� distributed between columns.
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<br /> � 1 st FLOOR SLAB TOP REINFORCING PLAN - AREA B D��BY A� '
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<br /> FULL SIZE=24z36
<br /> HALF SIZE=12x18 ��
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