|
R
<br /> REINFORCING PLAN NOTES ��"'� � � �
<br /> PD
<br /> Reinforcing and Post Tension Plan Notes: Ame�'��P�°pe�Yoe�e'°Pme�t,'�°.
<br /> 110110th Avenue NE suite 550
<br /> Bellevue,WA 98004
<br /> 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> y
<br /> 1 2 3 4 5 6 2. Architectural backgrounds are shown for reference only. �coNsu�TANr�s�ocoANonooREss�
<br /> The dimensions shown apply to structural elements only.
<br /> 7 For dimensions not shown, see architect of record submittal. �
<br /> � � � � � �
<br /> �� -; ,. ; ,, � � n ; .� �-
<br /> 3. Contractor shall field verify existing structural conditions. If any 201 N. Maple Grove Ste. 100 ' " ,
<br /> 15�-�° 30� -o° 19�-6° � 28� -s° �s�-3° 2$' -�" , discre ancies are found, contractor shall contact the Architect BOtSE IDAHO 83704
<br /> p Phone(208) 342-7168
<br /> and Structural Engineer before performing alteration work. �E�oB# �sa�s�.00
<br /> I ALL STRUCTURAL DETAI USED ON THIS
<br /> I I I ! I I � /-� `� E G NEER N�G 0 FIDAHO� E�RE-USE OF
<br /> � 4. F�r C'��umn `SC'he`.'u�e `See Sheet 54.�`-. ANYDETAILSANDCONCEPTSISNOT .
<br /> I ACCEPTABLE WITHOUT WRITiEN CONSENT
<br /> I OF LOCHSA ENGINEERING OF IOAHO.
<br /> A � � � � � � _ 5. For bottom reinforcing, East - West reinforcing shall be bottom most ,
<br /> a- >� a - _ a _ - a � a _ _ - ° - - - unless noted otherwise.
<br /> � � _ P M H FN
<br /> i i i i i �
<br /> ! � 6. For top reinforcing, North - South reinforcing shall be top most unless o �P�� °F ASH��'G N
<br /> 12-#5x6�-o�� � I ' noted otherwise. For concrete slabs reinforced with mild reinforcing � �
<br /> � AT 6��oc. only, provide 2" clear to top most and bottom most reinforcing uno. '�
<br /> �. EACH WAY I �" � .
<br /> i � For post-tensioned concrete slabs reinforced with mild reinforcing and .
<br /> ' ' � ' ' I � post tensioning tendons, provide 2" clear to top most reinforcing and `�'�9� 548} � �
<br /> i I 2 1/8 clear to bottom most reinforcing. �TF RAL EN \��
<br /> I ( I I I I SS�ONAL ENG
<br /> g - -- - - - �- - - - - - - - - - - - -- - - - - - - - _ _ _ - - - - - - - � - - - - - 7. For typical reinforcing details see S5.03 and S5.04. 03-��.-o�o��zoz
<br /> , - � - - - -� - - - - � - - � - �
<br /> � � � � � I For typical post-tensioning details see S5.06 thru S5.08.
<br /> e
<br /> � COPYRIGHT�2005, ALL RIGHTS RESERVED '
<br /> 8. � Denotes opening in slab. For reinforcing around
<br /> ' ' ; ' ' i openings at slabs reinforced with mild reinforcing only SUBMITTAL/REVISIONS
<br /> see 6/S5.04 and at post-tensioned slabs see 4/S5.07 # DATE DESCRIPTION
<br /> � � � �
<br /> I � unless noted otherwise on plans. � 03/28/18 ADDENDA#1
<br /> � #5 AT 10°OC. EACH WAY � � I 9. All bars between columns are centered on grids, unless noted
<br /> � � otherwise.
<br /> N I I I I I I
<br /> � 0 10. For reinforcing layout at columns see2/S5.04. For additional
<br /> I � information at mild reinforced slabs see 1 /S5.04, and at post-
<br /> ' ' ' ' Q �, tensioned slabs see 2/S5.08 and 3/S5.08
<br /> I �, Q "
<br /> � � � � � � N o 11. In addition to all reinforcing shown on 3rd floor slab top and bottom
<br /> � � o reinforcing plans, see sheet S1 .11A and S1.11 B for additional
<br /> I � o
<br /> i �B , , , , M Q reinforcing requirements at shear wall holdown anchors.
<br /> I
<br /> C _ _ _ - _ _- _ - _ _ - _ - _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _- _ _ _ _- _ _ _ _ _ � _ _ _ __ _ -_ _ _- _ _ - � _ - _ _ - 12. • � � • Denotesslabreinforcingtransitionedges. . . �
<br /> � - I. i. i - - �_ - - -
<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 /> I
<br /> � � � � , � � ' 14. Fe=###k Denotes effective force for continuous banded
<br /> - post tensioned tendons (kips) after losses.
<br /> _ _ _ � I ,
<br /> � � _ � � I 15. Fe=###k/ft Denotes effective force for distributed post tensioned
<br /> � � #sX32�-o°AT 36°oc. _,,�,___ _ , � , tendons (kips/ft) after losses. };
<br /> � � ADDED BARS -,� -- - �
<br /> °� � - '' ` - 16. �--+-� X" indicates dimension in inches from bottom of slab, . -
<br /> � � � �-� � � � I ' " excluding drop caps and beam, to center of gravity of "� �
<br /> '�- - � post-tensioned strands. See details on sheets S5.51 thru �
<br /> , "�'` , � ��' , , � i S5.53 for additional data. N
<br /> I �
<br /> #5 AT 8"OC. EACH WAY I M
<br /> , 17. Distributed tendon spacing shall not exceed 48 oc. (n
<br /> I W �
<br /> � � 18. Added tendon profiles shall match main tendon profile, uno. �
<br /> � � � � � � �
<br /> .
<br /> ��D - - - - - a - - - - _ - - - -- - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - -- - - - - - - � - - - 19. Provide a minimum 2-post-tensioned tendons directiv over columns in �
<br /> � � � I each direction. For additional information see 2�S5.08and 3/S5.08 � Z
<br /> � � � �
<br /> Q �
<br /> , , , � 20. Coordinate all drain, blockout locations, and quantity with arch. � � � ,
<br /> 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 ' ' � 4/S5.07 ,and 7/S5.08 unless noted otherwise on plans. � Q �
<br /> I � � Q
<br /> � � � 21. Post installed anchors in post-tensioned slabs are not allowed �
<br /> �' � unless the required embedment of the anchor is 1" or less. �
<br /> N I I I O I O � � �
<br /> � 22. All piping and conduit are to be hung below concrete slabs. This � � W
<br /> � � � ¢ � I Q � includes but is not limited to drain lines, electrical conduits, and fire � L �
<br /> _ � _ � s p r i n k l e r l i n e s. P e n e t r a t i o n s a r o u n d c o l u m n s a r e o n l y a l l o w e d � � ;
<br /> - � m I � m where indicate in 4/S5.04, At penetrations near post-tension �
<br /> ' ' ' � o � � o anchors, see 7�S5.08, � w �
<br /> � M Q � M a 23. � Denotes post tensioned dead end.
<br /> s
<br /> NI - - _ - - - - - - _ - _ - - - - - _ _ _ _ __. _ _ __ _ -
<br /> o, E � - , , , I 24. --�' Denotes post tensioned stressing end. Ur
<br /> _ � (Tendons shown as stressed from both ends shall W
<br /> � , , be pulled equally from each end. F- z ,
<br /> �, 12-#6x6 -0" 5-#6 i i i i I �
<br /> � AT 6"OC. AT 6" OC. W ( ,
<br /> a o � I 25. Reinforcing between columns shall be centered and uniformly �/ ��/ Q
<br /> � ' � i � i � I..I�
<br /> � � � distributed between columns.
<br /> � U
<br /> �, 5-#6 AT 6"OC. � 7 O �
<br /> ; i i i � � W L � W -
<br /> w � i � , .
<br /> o� _ � Z .
<br /> 0
<br /> � - - - - - - - - - - - - - - - - �° U _ Q
<br /> � F - - - - - - - _ _ - i _ _ � W
<br /> 0 0 � � �
<br /> � 4-#6x6' -0" i
<br /> � AT 6" OC. � � � � � � I � O �
<br /> �� 2'-0"TYP. ( � � �
<br /> o � i V O
<br /> � i � i i i i r
<br /> �, � � J O �
<br /> � Z � � �
<br /> E o -�-� I-
<br /> � O
<br /> = U (/�
<br /> �
<br /> 3 p � t /►/1 , ' .
<br /> m � r w
<br /> p` w
<br /> � � O �
<br /> �
<br /> 0
<br /> n.
<br /> �
<br /> N
<br /> � 1 st FLOOR SLAB BOTTOM REINFORCING PLAN - AREA A D��BY A�
<br /> � 1
<br /> �; �/8�� _ "I�-O�� SHEET NUMBER
<br /> T �
<br /> V �
<br /> � Q
<br /> � �
<br /> m 1 . 02
<br /> � �
<br /> U �
<br /> � '
<br /> ��
<br /> � O
<br /> � N
<br /> O
<br /> �N
<br /> N t") . +
<br /> FULL SIZE=24x36 .� .
<br /> HALF SIZE=12z18
<br />
|