|
REINFORCING PLAN NOTES �4j�'�
<br /> PD
<br /> Reinforcing and Post Tension Plan Notes: Ame�'�a�Pr°pe�y oe�e'°Pme��,'n�.
<br /> 110110th Avenue NE suite 550
<br /> Bellevue,WA 98004
<br /> 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> 1 2 3 4 5 6 7
<br /> 2. Architectural backgrounds are shown for reference only. ccoNsu�raNT'SLOGOANDADDRESS)
<br /> 15�-�° I so�-o° 19�-s° Zs� -s° � �s�-s° Zs�-7° The dimensions shown apply to structural elements only. � � �
<br /> For dimensions not shown, see architect of record submittal.
<br /> v, n c7 - ,. � � i � c�
<br /> � � 3. Contractor shall field verify existing structural conditions. If any 201 N. Maple Grove Ste. 100
<br /> � � � � � �
<br /> discre ancies are found, contractor shall contact the Architect BOISE IDAHO 83704
<br /> �I p Phone(208) 342-7168
<br /> I , , I , , i , and Structural Engineer before performing alteration work. �E�oB# �5a�s�.00
<br /> ALL STRUCTURAL DETAII,$USED ON THIS
<br /> PLAN ARE COPYRIGHT U OF LOCHSA
<br /> I 4. F�r C��ur.1..�n SL•he,Ju�e See Sheet S'4.Q2. ENGINEERINGOFIDAHO.THERE-USEOF
<br /> u ANY DETAILS AND CONCEPTS IS NOT
<br /> I I � I ACCEPTABLE WITHOUT WRITTEN CONSENT
<br /> - - - OF LOCHSA ENGINEERING Of IDAHO.
<br /> A - - - �- - < a. -. - G _ - _ a -�°, _ � - " - - - - ° � 5. ast - West reinforci g shall be bottom most
<br /> a a; _ . ; a. ,- _. _ 4. a a a , e : <.. e. a , a a . a. .Q For bottom reinforcing, E �n _
<br /> . o e
<br /> 4 1/2" i 4 1/2° i 4 1/2" 4 1/2" 4 1/2"i 4 1!2° 4 1/2" 4 1/2" i �
<br /> unless noted otherwise.
<br /> I P M. H FN
<br /> I � �
<br /> - 16 i i oF asHi
<br /> , I , 6. For top reinforcing, North - South reinforcing shall be top most unless o P�� Nc �,
<br /> � noted otherwise. For concrete slabs reinforced with mild reinforcing � �:�
<br /> 'v � 4 3/4" 4 3/4" I
<br /> I i'i
<br /> � 4 114' 4 1/4 4 1/2 4 1!2" 4 1/2" 4 1/4° ' I � only, provide 2�� clear to top most and bottom most reinforcing uno. �
<br /> � � ' For post-tensioned concrete slabs reinforced with mild reinforcing and
<br /> i ', I post tensioning tendons, provide 2" clear to top most reinforcing and `�'��L 3548� � �
<br /> � ,
<br /> Fe=509.2K Fe=5092K ' 2 118" clear to bottom most reinforcing. °,� Rp� E" ��
<br /> I �
<br /> � - -
<br /> B FSS�ONAL ENG
<br /> - --
<br /> 4 1!2" 6 1/8" 6 3/4" 6 1/8" 3" 6 3/4" 6 1/8" 5" 6 1/8" 6 1/8"i 6 3/4" 6 1/8" 3" i 6" 4 3/4" 4 3/4" i 6" 3" � i 6 3/4" 7, For typical reinforcing details see S5.03 and S5.04. 03-�P.o,ro��zo2
<br /> e 'I � I For typical post-tensioning details see S5.06 thru S5.08.
<br /> I 4 1/2" 4 1/2" I I I COPYRIGHT C�2605, AL�RIGHTS RESERVED
<br /> ' ' ' ' 8. � Denotes opening in slab. For reinforcing around
<br /> i � SUBMITTAL/REVISIONS
<br /> openings at slabs reinforced with mild reinforcing only
<br /> � � � ' � ' see 6/S5.04 and at post-tensioned slabs see4/S5.07 # DATE DESCRIPTION
<br /> I I'�
<br /> � unless noted otherwise on plans. � 03/28/18 ADDENDA#1
<br /> � I ,
<br /> ;r, � '�I 9. All bars between columns are centered on grids, unless noted
<br /> - i 2 3/8" 2 3/8" 2 3/8"' 2 3/8" � 2 1/2" 2 1/2" i I � otherwise.
<br /> N 2 3/8" i 2 3/8" '
<br /> � �
<br /> j ' � � 10. For reinforcing layout at columns see 2/S5.04. For additional
<br /> i , i i i
<br /> , I information at mild reinforced slabs see 1 /S5.04, and at post-
<br /> 'i tensioned slabs see 2/S5.08 and 3/S5.08
<br /> � ' ' � '
<br /> 9 �� � 11. In addition to all reinforcing shown on 3rd floor slab top and bottom
<br /> I , 4 ��2" , � � reinforcing plans, see sheet S1 .11A and S1.11 B for additional
<br /> 6 3/4 6 1!8" Fe=670K �
<br /> reinforcing requirements at shear wall holdown anchors.
<br /> C - - ° ' s v$° � '., - ,
<br /> a 4 1/2" 6 1/8" ( 7 1/2" 6 1/8" 3" � 6 3/4" 6 1/8" 3" 6° ' 5 1/2" 4 1/2" 4 1/2" 5 1/2" 6" 3" � 6 3/4" �2. • � � • Denotes slab reinforcing transition edges.
<br /> i Fe=670K i 5 1/2" i � � ( �
<br /> ; ' I 13. All P-T tendons shall be 1/2" in diameter, 7 wire strands,
<br /> Fe=16K/FT � unbonded (sheathed) and shall be in conformance to ASTM A416.
<br /> i i 4 1/2" i 1B i i I i
<br /> - - _ _ _ _ _ � 5�� 5" � i 14. Fe=###k Denotes effective force for continuous banded
<br /> � , , � post tensioned tendons (kips) after losses.
<br /> I I � �
<br /> Fe=16K/FT � I
<br /> _ , 15. Fe-###k/ft Denotes effective force for distributed post tensioned
<br /> °' � � ' - � � - - - - - - -
<br /> � , - - - - - - - - - �/�
<br /> a I , _ _ _ _ _ - _ _ _ _ _ _ _ _ _�,= tendons (kips/ft) after losses. };
<br /> °.-° M - 2 3/8" 2 3/8" 3�� I = - - 5�� � 4 1/2" 4 1/2"�- - - - �
<br /> � V J
<br /> � ; � � � ' ' � ' 16. �--� X" indicates dimension in inches from bottom of slab,
<br /> � 2�3i$ �� � " excluding drop caps and beam, to center of gravity of '�
<br /> � , , � � � � post-tensioned strands. See details on sheets S5.51 thru �
<br /> I � 4�� 5�� 5�� I S5.53 for additional data. N
<br /> ' � � � 17. Distributed tendon spacing shall not exceed 48" oc. � (n
<br /> � I
<br /> i Fe=670K - i i i i �e=670K i � �
<br /> 4 1l2" 6 1/8" 6 3/4" 6 1!8" 3" 6 3/4" 6 1/8" 6 1!8" 6 3/4" 3" 6" 5 1/2" 4 1/2" 4 1/2" 5 1/2" 6" 3" I 6 3/4" 18. Added tendon profiles shall match main tendon profile, UtlO.
<br /> D - - - _ _ - - . Q�
<br /> , � 4 �i2�� � 6 ��s" ' I ' 19. Provide a minimum 2-post-tensioned tendons directly over columns in �
<br /> � 6 3!4° � j � j each direction. For additional information see 2�S5.08 and 3/S5.08 > � Z
<br /> I i � � I � �
<br /> _ � � 20. Coordinate all drain, blockout locations, and quantity with arch. � � �
<br /> �I
<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 ,and7/S5.08 unless noted otherwise on plans. � �
<br /> � I �
<br /> � � Q
<br /> , a 21. Post installed anchors in post-tensioned slabs are not allowed �
<br /> N 2 3is° � 2 3�s° , 2 sis° s�� 2 srs°� 2 3is° � s° 3" � � � unless the required embedment of the anchor is 1" or less. �
<br /> I
<br /> � �
<br /> , , � � 22. All piping and conduit are to be hung below concrete slabs. This � Q w
<br /> � � ' includes but is not limited to drain lines, electrical conduits, and fire � s-- �
<br /> � � � � sprinkler lines. Penetrations around columns are only allowed � � W
<br /> - ' ' ' ' � I I where indicate in 4/S5.04. At penetrations near post-tension � �
<br /> , � � anchors, see 7�S5.08, ° W
<br /> � °-
<br /> a 4 6 1/8" 3" 6 3/4" 6 1/8" ' Fe=5092K Fe=509.2K �
<br /> z E _ - - °
<br /> - - 23. �- Denotes post tensioned dead end.
<br /> o - -- < 1B i 6 118" 6 1/8" 5" i 6 3/4" 6 1/8„ 3" 6° � 5 1/4" 4 1/2" 4 1/2" 5 1/4" i 6" 3„ � i 6 3/4"
<br /> � � � 24. -�" Denotes post tensioned stressing end. Q
<br /> o, i i i � i
<br /> c (Tendons shown as stressed from both ends shall
<br /> o be pulled equally from each end. Q
<br /> N I
<br /> � o Fe=23.39K/FT � �
<br /> E� -' � � ' ' ' � I � 25. Reinforcin between columns shall be centered and uniforml �^
<br /> a � `a 4 1/2" 4 1/4" 4 1/4" 4 1/2" 4 1!4"� 4 1/4" 4 1/2" 4 1/2" g y V J �
<br /> � I � distributed between columns. O Q
<br /> � � I Z � I
<br /> �l W
<br /> > - - � a.
<br /> w _ . . , , . _ - ' • ' , a � " . _ ° 4 . ' " ., _ _ , a , ' p . .. _ _ _ _ d - - � � �
<br /> ol � - ' d- '" . - " _ d - ' 4 ' _ ,
<br /> 0
<br /> � 4 1/2" 4 1/2" 4 1/2"II 4 1/2" 4 1/2" 4 1/2° � U �
<br /> � , � , O O
<br /> � ' � , � �
<br /> o � i z � �
<br /> N i i i , � J
<br /> o� � � ' �
<br /> � Fe=24.18K/FT Fe=24.7K/FT Fe=23.47K/FT Fe=21.44K/FT Fe=23.79K/FT Fe=20.96K/FT Fe=20.96KIFT � ~ �
<br /> � H
<br /> � � � 0
<br /> �� �
<br /> Z �
<br /> �
<br /> � z
<br /> E � Z
<br /> �
<br /> 3
<br /> N O H
<br /> m O ~ �
<br /> C ~
<br /> 3 W O =
<br /> � (n r' (n
<br /> �
<br /> �
<br /> J
<br /> �
<br /> O
<br /> d
<br /> y
<br /> 2nd FLOOR POST TENSION PLAN - AREA A oRA�
<br /> D AC
<br /> > � 1/8" = 1'-0"
<br /> w SHEET NUMBER
<br /> � o S1 . 03G
<br /> � �
<br /> � Q
<br /> � r
<br /> U �
<br /> 3 Qj
<br /> � �
<br /> � O
<br /> � N
<br /> O
<br /> � N
<br /> N('�
<br /> FULL SIZE=24z36
<br /> HALF SIZE=12x18
<br />
|