Embed Size (px)
Citation preview
B1
B2
B3
B4
B5
B7
B9
BC
BB
BD
BE
C1
C2
C3
C4
C6
CE
CD
CB
A3 A2 A1
AF
AE
AD
CG
A2.5 A2.3
C9
C10
A3.7
AC
C8
B10
B6
B8
A4
CC
CD.2
A5
B4.6
BC.4
AE.9
C1.3CB.9
CB.1
CD.9
B1.3
BD.9
BB.1
BE.1
BC.3
A4.7
B1.2
C1.1
C6.2
CC.9
C3.5
Fe=2
10 K
4.00
1.75
7.00
1.00
7.00
1.00
7.00
1.00
7.00
1.00
7.00
4.00
Fe=2
65 K
4.00
1.75
7.00
1.00
7.00
1.00
7.00
1.00
7.00
1.00
7.00
4.00
Fe=5
0 K4.0
0
1.75
7.00
4.00
4.00
4.00
7.00
1.00
7.00
4.00
Fe=2
90 K
4.00
1.75
7.00
1.00
7.00
1.00
7.00
1.00
7.00
1.00
7.00
4.00
Fe=2
65 K
4.00
5.25
1.75
7.00
1.00
7.00
1.00
7.00
1.00
7.00
1.00
7.00
4.00
Fe=19 KLF4.00
1.75
7.00
1.00
7.00
1.75
4.00
Fe=15 KLF4.00
1.75
1.00
7.00
1.75
4.00
4.00
1.75
7.00
1.00
7.00
1.75
Fe=19 KLF4.00
Fe=19 KLF4.00
1.75
5.50
1.00
7.00
1.75
4.00
Fe=15 KLF4.00
1.75
1.00
1.75
4.00
Fe=19 KLF2.75
6.00
4.00
1.00
7.00
2.50
6.00
2.75
Fe=15 KLF4.00
1.75
7.00
1.00
7.00
1.75
4.00
Fe=19 KLF2.75
6.00
2.50
4.00
Fe=19 KLF2.75
6.00
2.50
7.00
4.00
Fe=19 KLF4.00
4.00
7.00
7.00
1.00
7.00
4.00
4.00
Fe=240 K
4.001.757.004.507.00
4.00
Fe=240 K
4.004.00 7.00 1.00 7.00 1.75
4.00
2.50
6.00
2.75
Fe=1
5 K
LF
4.00
Fe=1
5 K
LF1.
75
4.00
4.00
7.00
1.75
4.00
Fe=1
5 K
LF
1.00 7.00 1.00 7.00 1.75 4.00
Fe=2
90 K
4.00
7.00
1.00
7.00
1.00
7.00
1.007.00
1.00 7.00
1.75
7.00
1.00
7.00
1.00
7.00
4.00
Fe=2
40 K
4.00
Fe=3
20 K
4.00
7.00
1.00
7.00
7.00
1.00
1.00 7.00 7.005.00 7.007.00
1.75
4.00
4.007.00
1.75
Fe=105 K ADD'L
4.00
Fe=50 K ADD'L
2.75
4.00 7.00 1.756.00
Fe=2
65 K
4.00
7.00
1.75
7.00
7.00
4.00
4.00
4.00 5.25
5.25 1.00
1.00
7.00
7.00
5.00
5.00
7.00
7.00
5.50
5.50
7.00
7.00
1.75
1.75
Fe=50 K
2.75
Fe=265 K
4.00
6.00
Fe=15 KLF4.00
1.75
1.00
1.75
4.00
Fe=15 KLF4.00
1.75
7.00
1.00
7.00
2.50
6.00
2.75
4.00
1.75
7.00
1.00
7.00
1.75
4.00
Fe=1
8 K
LF
4.00
Fe=1
5 K
LF2.
507.
001.
007.
001.
754.
00
4.00
Fe=1
9 K
LF2.
507.
001.
006.
004.
00
Fe=15 KLF2.75
2.50
6.00
7.00
1.00
7.00
2.50
6.00
2.75
2.75
Fe=15 KLF4.00
1.75
7.00
1.00
7.00
2.50
6.00
2.751.75
4.00
7.00
1.00
Fe=15 KLF
4.00
Fe=15 KLF
4.00
4.00
1.00
7.002.50
2.75
6.00
2.75
Fe=1
5 K
LF
2.75
6.00
2.50
7.00
1.00
6.50
6.00
4.00
7.00
1.75
4.00
Fe=1
5 K
LF
2.75
Fe=1
5 K
LF
2.75
6.00
2.50
7.00
1.00
7.00
2.50
6.00
4.00
Fe=3
2 K
LF
4.00
7.00
4.007.00
6.507.00
1.00
7.00
2.25
7.00
1.00
7.00
1.75
4.00
1.75
7.00
1.00
7.00
4.007.00
6.507.00
1.00
7.00
2.25
7.00
1.00
7.00
1.75
4.00
Fe=3
2 K
LF
4.00
1.00
7.00
1.00
7.00
1.00
7.00
1.75
4.00
Fe=1
8 K
LF
1.00
7.00
4.00
Fe=18 KLF
4.00
1.00
7.00
1.00
7.00
1.00
7.00
1.75
4.00
Fe=1
5 K
LF
7.001.00
7.00
1.00
7.00
1.75
4.00
2.75
6.002.50
7.00
1.00
7.00
7.00
1.00
1.00
7.00
7.00
1.00
1.00
7.00
7.00
1.00
1.00
7.00
7.00
1.75
1.756.00
2.75
Fe=1
6 K
LF4.
00
Fe=1
5 K
LF
4.00
1.75
7.00
1.00
7.00
1.007.00
1.00
7.00
1.00
7.00
2.00
7.00
5.006.00
4.00
Fe=2
5 K
LF
4.00Fe=185 K
4.00
4.00Fe=345 K 4.00
2.505.50
3.00 7.00 1.75
7.007.00
7.00
1.75
4.00
4.00Fe=50 K
4.00Fe=510 K
7.00
7.00
1.75
4.00
7.00
7.007.00
7.006.00
6.002.75
2.75
6.00
6.00
7.00
7.006.006.00
2.75
Fe=50 K
4.00Fe=560 K
4.00
7.00
7.00
7.001.75
4.00
2.75
6.00
4.007.00
7.00
7.007.006.006.00
2.75Fe=105 K
4.00Fe=560 K
7.00
1.757.00
7.007.00
7.004.00
1.00
7.00
1.75
4.00
Fe=1
8 K
LF
4.00
4.00
4.00
CF.9
AC.1
ELEVATED POST-TENSION CABLE NOTES:
1.) SEE SHEETS S4.000 FOR TYPICAL PT PLACEMENT DETAILS.
2.) Fe = EFFECTIVE FORCE IN TENDONS.
3.) ALL DRAPES ARE MEASURED FROM SLAB SOFFIT.
4.) PT TENDONS SHALL BE ENCAPSULATED IN ALL LOCATIONS.
5.) (*) INDICATES DRAPE MEASURED FROM BOTTOM OF BEAM.
Drawn By:
Checked By:
Project Number:
Sheet Number:
© 2013 Solomon Cordwell Buenz
PT Plan - Level 9
HOUSTON, TEXAS
CAMBRIDGE &HOLCOMBEAPARTMENTS
S2.209Author
Checker
214080
3/32" = 1'-0"1 PT Plan - Level 9
NO. DATE DESCRIPTION2014.11.03 Superstructure Permit2014.11.21 95% GMP
