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
Recommended
