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<br /> REINFORCING PLAN NOTES ��J;"
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<br /> Reinforcing and Post Tension Plan Notes: ame���n P�oPe�v oe�e�opme�t,�n�.
<br /> 1101 tOth Avenue NE suite 550
<br /> Believue,WA 98004
<br /> 1. For structural design notes, see sheet S0.02 thru S0.06. - � ,
<br /> 2. Architectural backgrounds are shown for reference only. �coNsu�TnNT'SLOGOANDADDRESS)
<br /> 1 2 3 4 5 6 7 The dimensions shown apply to structural elements only.
<br /> For dimensions not shown, see architect of record submittal. �����
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<br /> � �5� -�° � 30� -o° � �s�-s° � Zs�-s�� �. �s�-3° � Zs�-�° � 3. Contractor shall field verify existing structural conditions. If any 201 N. Maple Grove Ste. 100
<br /> JI� " discrepancies are found, contractor shall contact the Architect BOISE IDAHO 83704 .
<br /> Phone(208) 342-7168
<br /> � � � � � � ' and Stl'UCtUt"aI Ellglfl@@f b@fOf@ p@Ifi01"tllltlg aIt@t'at1011 WOfI(. LE JOB# 154191.00
<br /> ALL SIRUCTUR4L DETAI�USED ON THIS
<br /> I I I I I I I 4. FOr COIUI�T�I� SChedUle See Sheet S4.OZ. P�NARECOPYRIGHT C OFLOCHSA
<br /> I ENGINEERING OF IDAHO.THE RE-USE OF
<br /> ANY DETAILS AND CONCEPTS IS NOT
<br /> ACCEPTABLE WITHOUT WRITTEN CONSENT
<br /> 12-#6x6�-O�� I OF LOCHSA ENGINEERING OF IDAHO. , ;
<br /> A AT 6°oc. � � � , , , ` , _ 5. For bo tom reinforcing, East - West remforcing shall be bottom most H ,
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<br /> - - - - _ _ < p- ,- a . unless noted otherwise. �P M A ti
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<br /> ' ' ' � 6. For top remforcmg, North - South reinforcing shall be top most unless o P�� °` S"�tic �
<br /> noted otherwise. For concrete slabs reinforced with mild reinforcing �
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<br /> � � � � only, provide 2" clear to top most and bottom most reinforcing uno. �� �
<br /> � s-#sX2s�-s�� 6-#8x16�-o�� 6-#8x16�-o�� 6-#8x36�-s�� 6-#8x16�-o�� For post-tensioned concrete slabs reinforced with mild reinforcing and
<br /> T , � post tensioning tendons, provide 2" clear to top most reinforcing and `�T�G 3548� � �
<br /> EQ. EQ. EQ. EQ. EQ. 2 1/$ clear to bottom most reinforcing. �,� RA� EN a�
<br /> �sS�ONAI ENG�
<br /> 9-#8x29�-s° s-#sXao�-s" - 8-#8x36�-s° 9-#8x46�=a° 7. For t ical reinforcin details see S5.03 and S5.04. 03-29-1 �
<br /> B - - - - - - - - - - - - _ - - - - - yp g EXP.01/07/202
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<br /> � For typical post-tensioning details see S5.06 thru S5.08. , :
<br /> 0 0 0 0 0 0 � � _ COPYRIGHT C�2005, ALL RIGHTS RESERVED
<br /> M N N N N N � M � N � 8. 0 Denotes opening in slab. For reinforcing around
<br /> X O � N � � � � X � � I �
<br /> � N � x � � N � N � N openings at slabs reinforced with mild reinforcing only SUBMITTAL/REVISIONS
<br /> � � � * � � � � � � I � see 6/S5.04 and at post-tensioned slabs see 4I S5.07 # DATE DESCRIPTION
<br /> � � , � � � � unless noted otherwise on plans. � osi2si�s ADDENDA#1
<br /> � 9. All bars between columns are centered on grids, unless noted
<br /> - i i i i i � i �
<br /> 't' 12-#8x29'-6" 16-#8x40'-6" � 14-#8x36'-8" I 12-#8x16'-0° � otherwise.
<br /> �
<br /> N ' ' ' ' ' ' 10. For reinforcing layout at columns see 2/S5.04. For additional
<br /> � information at mild reinforced slabs see 1 /S5.04, and at post-
<br /> � tensioned slabs see 2/S5.08 and 3/S5.08 � �
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<br /> � X X X N N X x 11. In addition to all reinforcing shown on 3rd floor slab top and bottom
<br /> 4 � � � * � � � � * reinforcing plans, see sheet S1.11A and S1.11 B for additional
<br /> � � `° EQ. � � � ° � C° reinforcing requirements at shear wall holdown anchors.
<br /> 1B �
<br /> C 12-#8x46�-�0" � 10-#8x19�-o° _ _ s-#sX�2s�-o° _ _ 12. • � � • Denotes slab reinforcing transition edges.
<br /> �
<br /> ° � � � � 13. All P-T tendons shall be 1/2" in diameter, 7 wire strands,
<br /> � � � I unbonded (sheathed) and shall be in conformance to ASTM A416.
<br /> �k N �
<br /> � � N 3-#8x19'-0" 6-#8x36'-8" 6-#8x16'-0"
<br /> � � � 14. Fe=###k Denotes effective force for continuous banded :
<br /> � X _ - - post tensioned tendons (kips) after losses. ,
<br /> _ � _ I
<br /> ' � - � 15. Fe=###k/ft Denotes effective force for distributed post tensioned
<br /> - � tendons (kips/ft) after losses. �
<br /> °' � ;� 12-#8x29'-6° i 14-#8x15'-0° i = � �_
<br /> °� � - � - - ° - ' ° Q � 16. X�-� X" indicates dimension in inches from bottom of slab, �
<br /> a. , , i excluding drop caps and beam, to center of gravity of � ,
<br /> 6-#8x36�-s° 6-#8x16�-o° post-tensioned strands. See details on sheets S5.51 thru
<br /> a 10-#8x15'-0" �
<br /> � S5.53 for additional data. N
<br /> _ EQ EQ I 17. Distributed tendon spacing shall not exceed 48" oc. � (n �
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<br /> � EQ! 18. Added tendon profiles shall match main tendon profile, uno. W � ' .
<br /> 12-#8x28'-6" 10-#8x15'-0" � ., 3-#8x15'-0" 9-#8x36'-8" 11-#8x46'-8"
<br /> p _ _ _ _ _ _ _ _ _ _ _ - _ _ _� �_ _ _ - 19. Provide a minimum 2-post-tensioned tendons directly over columns in �
<br /> 0 0 � � � each direction. Foradditional information see 2�S5.08and 3/S5.08 � z
<br /> � � - - >
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<br /> � N °° � � � d N N M N N I N 20. Coordinate all drain, blockout locations, and quantity with arch.
<br /> �
<br /> � N N N � � � X � � � � and mechanical. Blockouts shall not interrupt PT tendons and � � z �
<br /> � � � �* �* � � �* I �* reinforcements, typ. For additional information see 4/S5.04, 6/S5.04 Q.. -
<br /> � � `� � ° � � � ° ° 4/S5.07 ,and7/S5.08 unless noted otherwise on plans. � Q =
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<br /> 45-#8x10'-0" � �`'r Q
<br /> � � � - � i 10-#8x16�-o° , 21. Post installed anchors in post-tensioned slabs are not allowed � �
<br /> � - �s-#sX2��-o�� � I unless the required embedment of the anchor is 1" or less. � � .
<br /> N n 10-#8x29'-6" � i 14-#8x36'-8" ; , � i `v � J
<br /> 0 22. All piping and conduit are to be hung below concrete slabs. This J Q W
<br /> � � includes but is not limited to drain lines, electrical conduits, and fire � L-
<br /> �
<br /> - � X ' - � sprinkler lines. Penetrations around columns are only allowed � � W
<br /> � � � where indicate in4/S5.04, At penetrations near post-tension � �
<br /> - � `° � Ea EQ � anchors, see��S5.08. a W
<br /> �
<br /> �
<br /> � - , � 23. � Denotes post tensioned dead end.
<br /> �, E - - - -- - = 8-#8x29'-6° _ - 8-#8x27'-0" � 11-#8x36'-8" _ 14-#8x18'-0" � .
<br /> o � 24. Denotes post tensioned stressing end.
<br /> 0 0 _ � o � o � o � (Tendons shown as stressed from both ends shall W
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<br /> � N � N a N N N N N � N be pulled equally from each end. �- �n � �
<br /> � X pp X - X X X x x x .. .
<br /> EI 00 � W � W 00 00 00 00 I 00 � v
<br /> � *k X �k *k *k � �k �k �k
<br /> a o � � � � M � � � � � 25. Reinforcing between columns shall be centered and uniformly �/ z Q
<br /> �' ' � � � distributed between columns. � U U
<br /> � �0 6-#8x29'-6" 6-#8x27'-0" _
<br /> � � �
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<br /> w, � � � 6-#8x36'-8" 6-#8x16'-0" O O �
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<br /> � F - - - - _ .a_ - _ o
<br /> m 12-#6x6'-0" � I ( � � N � 1
<br /> N AT 6"OC. i 14-#6x6'-0" i i i i i � i z
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<br /> � 1 st FLOOR SLAB TOP REINFORCING PLAN - AREA A D��BY A�
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<br /> W 'I/S�� _ 'I�-O�� SHEET NUMBER ' � .
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<br /> FULL SIZE=24x36 �e �
<br /> HALF SIZE=12z18
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