HomeMy WebLinkAboutStructural DrawingsG
G
J J
K K
L L
M M
1
1
2
2
3
3
4
4
5
5
6
6
172' - 4"
1' - 7" 12' - 4" 40' - 0" 40' - 0" 40' - 0" 40' - 0"
73' - 0"
1' - 7" 11' - 0" 31' - 0" 31' - 0" 1' - 7"
W12X65
W12X96
W12X65
W12X96
W12X79
W14X120
W14X120
W12X96
W12X79
W12X120
W12X120
W12X65
W12X79
W12X136
W12X136
W12X106
W12X79
W12X152
W12X152
W12X120
W12X79
W12X152
W12X152
W12X120
1
S-301
1
S-301
F9
F11
F9
F9
F9 F9
F9 F9
F9
F11
F11
F11
UP
F F
G
G
H H
J J
K K
L L
M M
6
6
7
7
7.5
7.5 8
8
9
9
10
10
11
11
W12X79
W12X152
W12X152
W12X120
W12X79
W14X283
W14X283
W12X152
W12X136
W12X136
W14X283
W12X87
W12X136
W14X283
W12X120
W12X152
W12X152
W12X79
145' - 4"
25' - 0" 15' - 0" 32' - 4" 11' - 0" 31' - 0" 31' - 0"
145' - 4"
40' - 0" 32' - 4" 11' - 0" 31' - 0" 31' - 0"
5.00°
5.00°
105' - 4"
15' - 0" 32' - 4" 11' - 0" 31' - 0" 31' - 0"
N
N
12
12
F9
F11
F13
F9
F9
F9
F9
F9
B B
C C
D D
E E
F F
7
7
7.5
7.5 8
8
9
9
10
10
11
11
W12X120
W12X152
W12X152
W12X79
W12X120
W12X152
W12X152
W12X79
W12X106
W12X136
W12X136
W12X79
W12X79
W12X120
W12X120
W12X79
W14X120
W14X120
W12X79
1' - 7" 14' - 8" 40' - 0" 40' - 0" 40' - 0" 40' - 0"
105' - 4"
15' - 0" 32' - 4" 11' - 0" 31' - 0" 31' - 0"
1
S-302
1
S-302
A A
F9
F9
F13 F13 F13
F11 F13 F13
F9
F9
F11
F11
F9
F9 F9
F9
F13 F13
F12
F12
WF24
WF24
WF24
UP
K K
6
6
W12X22 +99' - 6"
W12X22
+99' - 6"
MW8
CW8
MW8
CW8
MW8
CW8
MW8
CW8
2' - 9"
CONC WALL
27' - 6"
8"
CONC WALL
26' - 2" 8" 2' - 3"
T/MAT +95' - 0"
MAT01
MAT FND
10' - 3"
11 1/2"
CONC WALL
1' - 0 5/8" 8' - 3"
8"
CONC WALL
8" 6' - 11"
MAT FND
30' - 9"
1' - 0 3/8"
CMU WALL
27' - 5 1/4" 2' - 3 3/8"
7 5/8"
CMU WALL
26' - 2" 7 5/8"
8' - 8" 8' - 10" 8' - 8"
5' - 10" 2' - 5"
CMU WALL
8' - 2 1/4"
7 5/8"
CMU WALL
1' - 1" 7 5/8" 6' - 11"
S-406
10
S-406
10
6
S-406
6
S-406
6
S-406
T/W +99' - 4"
CONC WALL
T/W +99' - 4"
CONC WALL
G
G
J
J
K K
L L
M M
1
1
2
2
3
3
4
4
5
5
6
6
W16X26
W21X50 (28) W21X50 (28)
W16X26 (9)
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
EOS
1' - 0"
1' - 4" 12' - 4" 40' - 0" 40' - 0" 40' - 0" 40' - 0"
172' - 4"
73' - 0"
11' - 0" 31' - 0" 31' - 0"
FD01
EOS
1' - 2 1/2"
1' - 6 1/8"
9' - 5 7/8" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" EOS
1' - 2 1/2"
4' - 8" 7' - 4" 7' - 4" 10' - 0" 7' - 0" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" EOS
1' - 2 1/2"
1
S-301
1
S-301
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26 W16X26 W16X26 W16X26 W16X26 W16X26 W16X26
W16X26
W12X65 W12X96
UP
F F
G
G
H H
J
J
K K
L L
M M
6
6
7
7
7.5
7.5 8
8
9
9
10
10
11
11
W30X148 (26)
W18X35 (16) C=3/4"
W24X76 (36)
W27X84 (34)
FD01
T/SLAB +117' - 0"
T/SLAB +117' - 0"
145' - 4"
40' - 0" 32' - 4" 11' - 0" 31' - 0" 31' - 0"
145' - 4"
40' - 0" 32' - 4" 11' - 0" 31' - 0" 31' - 0"
N
N
12
12
W24X76 (36)
W24X62 (14)
HSS16X8X3/8
HSS16X8X3/8
W24X68 (28)
W24X76 (36)
W24X76 (36)
W14X120 W14X176
2/ S-501
1/ S-502
W18X35 (8)
W21X55 (24) C=1"
W18X35 (16) C=3/4"
32' - 7 5/8" 7' - 4 3/8"
EOS
6"
EOS
10 3/8"
8' - 2" 7' - 4" 7' - 4" 6' - 6" 10' - 6" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" EOS
1' - 2 1/2"
10' - 0" 20' - 0" 10' - 0" 3' - 6" 8' - 2" 8' - 6 1/4"
2' - 6 3/8" 3' - 7 3/8"
B B
C C
D D
E E
F F
7.5
7.5 8
8
9
9
10
10
11
11
W16X31
W16X31
W16X31
W24X68 (38)
W16X26
FD01
T/SLAB +117' - 0"
120' - 4"
EOS
6"
4' - 2" 18' - 6" 28' - 10" 11' - 0" 31' - 0" 31' - 0"
5' - 7" 14' - 8" 40' - 0" 40' - 0" 40' - 0" 40' - 0"
EOS
1' - 0"
1
S-302
1
S-302
A A
W16X31
W24X68 (38)
W16X31
W16X31
W16X26 (9)
W16X26
W16X26
W16X31
W16X26
W16X31
W16X31
W16X31
W16X31
W16X31
W16X26
W16X26
W16X26
W16X26 W16X26 W16X26 W16X26 W16X26 W16X26
W16X26
W12X65 W12X96
2/ S-502
7' - 3 3/8" 10' - 9 3/8" 4' - 9 3/8" 6' - 6" 10' - 6" 7' - 10 1/8" 8' - 7 1/2" 8' - 8 1/2" 5' - 9 7/8" 10' - 4" 10' - 4" 10' - 4" EOS
1' - 2 1/2"
5' - 9 7/8"
W18X35 (18)
W21X44 (20) C=1 1/4"
7' - 4 3/8" 32' - 7 5/8"
G
G
J
J
K K
L L
M M
1
1
2
2
3
3
4
4
5
5
6
6
FD01
172' - 4"
EOS
1' - 0"
3' - 8" 12' - 4" 40' - 0" 40' - 0" 40' - 0" 40' - 0"
73' - 0"
11' - 0" 31' - 0" 31' - 0"
EOS
1' - 2 1/2"
1
S-301
1
S-301
W16X26 W24X76 (36) W24X76 (36) W24X76 (36) W24X76 (36)
W24X76 (36) W24X76 (36) W24X76 (36)
W27X84 (34) W30X116 (31) C=3/4" W27X84 (34)
W27X84 (34) W30X90 (32) W27X84 (34)
W24X76 (17) W27X84 (34)
W24X68 (34) W24X62 (32)
W24X68 (31) W24X68 (31)
W33X130 (30) C=3/4" W27X84 (34)
W16X26 W21X55 (24) C=1" W21X55 (24) C=3/4" W21X55 (24) C=1" W21X55 (24) C=1"
W21X55 (24) C=1"
W21X44 (20) C=3/4"
W21X44 (20) C=1" W21X44 (20) C=1 1/4"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
F F
G
G
H H
J J
K K
L L
M M
6
7
7
7.5
7.5 8
8
9
9
10
10
11
11
FD01
FD01
T/SLAB +132' - 4"
T/SLAB +132' - 4"
145' - 4"
40' - 0" 32' - 4" 11' - 0" 31' - 0" 31' - 0"
145' - 4"
40' - 0" 32' - 4" 11' - 0" 31' - 0" 31' - 0"
N
N
12
12
W24X76 (36)
W30X148 (26)
W24X76 (36)
W24X76 (36)
W24X76 (36)
W33X130 (30) C=3/4" W27X84 (34)
W24X117 (34) W27X84 (34)
W24X62 (28) C=1" W18X35 (16) C=3/4"
W21X55 (24) C=3/4" W33X141 (32) C=3/4" W24X76 (36) C=3/4"
W21X44 (20) C=3/4"
W27X84 (34)
W21X55 (24) C=1"
W21X55 (24) C=1"
W27X84 (34)
W36X170 (73) C=3/4"
W21X44 (20) C=1 1/4"
W27X84 (34) W33X130 (30) C=3/4" W27X84 (34)
W33X130 (32) C=3/4" W24X117 (34) W27X84 (34)
W21X55 (24) C=1" W21X44 (20) W24X62 (28) C=1 1/4"
W21X55 (24) C=1" W21X44 (20)
W21X55 (26) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=3/4"
W21X55 (26) C=1"
W33X141 (32) C=3/4"
W21X44 (20) C=3/4"
W21X44 (20) C=1"
B B
C C
D D
E E
F F
7
7
7.5
7.5 8
8
9
9
10
10
11
11
FD01
T/SLAB +132' - 4"
7' - 11" 14' - 8" 40' - 0" 40' - 0" 40' - 0" 40' - 0"
EOS
1' - 0"
105' - 4"
15' - 0" 32' - 4" 11' - 0" 31' - 0" 31' - 0"
1
S-302
1
S-302
A A
W24X76 (36) W24X76 (36) W24X76 (36)
W21X44 W24X76 (36) W24X76 (36) W24X76 (36) W24X76 (36)
W27X84 (34) W33X130 (30) C=3/4" W27X84 (34)
W27X84 (34) W30X116 (31) C=3/4" W27X84 (34)
W27X84 (34) W27X84 (18) C=3/4" W27X84 (34)
W27X84 W27X84 (34)
W24X68 (34) W24X68 (34)
W27X84 (34)
W21X44 W21X55 (24) C=3/4" W21X55 (24) C=3/4" W21X55 (24) C=1" W21X55 (24) C=1"
W18X40 W21X55 (24) C=1" W21X44 (20) C=3/4" W21X55 (26) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X44
W21X44
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X62 (31)
W27X84 (34)
W24X76 (40)
G
G
J
J
K K
L L
M M
1
1
2
2
3
3
4
4
5
5
6
6
FD01
172' - 4"
EOS
1' - 0"
5' - 11 3/4" 12' - 4" 40' - 0" 40' - 0" 40' - 0" 40' - 0"
73' - 0"
11' - 0" 31' - 0" 31' - 0"
EOS
1' - 2 1/2"
1
S-301
1
S-301
W18X35 W24X76 (36) W24X76 (36) W24X76 (36) W24X76 (36)
W24X76 (36) W24X76 (36) W24X76 (36)
W27X84 (34) W30X116 (31) C=3/4" W27X84 (34)
W27X84 (34) W30X90 (32) C=3/4" W27X84 (34)
W24X76 (17) W27X84 (34)
W24X68 (34) W24X62 (32)
W27X84 (34) W27X84 (34)
W33X130 (30) C=3/4" W27X84 (34)
W18X35 W21X55 (24) C=1" W21X55 (24) C=1" W21X55 (24) C=1" W21X55 (24) C=1"
W21X55 (24) C=1"
W21X44 (20) C=3/4"
W21X44 (20) C=1" W21X44 (20) C=1 1/4"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
F F
G
G
H H
J J
K K
L L
M M
6
6
7
7
7.5
7.5 8
8
9
9
10
10
11
11
FD01
FD01
T/SLAB +147' - 8"
T/SLAB +147' - 8"
145' - 4"
40' - 0" 32' - 4" 11' - 0" 31' - 0" 31' - 0"
145' - 4"
40' - 0" 32' - 4" 11' - 0" 31' - 0" 31' - 0"
N
N
12
12
W24X76 (36)
W30X148 (26)
W24X76 (36)
W24X76 (36)
W24X76 (36)
W33X130 (30) C=3/4" W27X84 (34)
W24X117 (34) W27X84 (34)
W24X62 (28) C=1" W18X35 (16)
W21X55 (24) C=1" W33X141 (32) C=3/4" W24X76 (36)
W21X44 (20) C=3/4"
W27X84 (34)
W21X55 (24) C=1"
W21X55 (24) C=1"
W27X84 (34)
W36X170 (73) C=3/4"
W21X44 (20) C=1 1/4"
W27X84 (34) W33X130 (30) C=3/4" W27X84 (34)
W33X130 (32) C=3/4" W24X117 (34) W27X84 (34)
W21X55 (24) C=1" W21X44 (20) W24X62 (28) C=1"
W21X55 (24) C=1" W21X44 (20)
W21X55 (26) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=3/4"
W21X55 (26) C=1"
W33X141 (32) C=3/4"
W21X44 (20) C=3/4"
B B
C C
D D
E E
F F
7
7
7.5
7.5 8
8
9
9
10
10
11
11
FD01
T/SLAB +147' - 8"
105' - 4"
32' - 4" 11' - 0" 31' - 0" 31' - 0"
10' - 3" 14' - 8" 40' - 0" 40' - 0" 40' - 0" 40' - 0"
EOS
1' - 0"
1
S-302
1
S-302
A A
W24X76 (36) W24X76 (36) W24X76 (36)
W24X68 W24X76 (36) W24X76 (36) W24X76 (36) W24X76 (36)
W27X84 (34) W33X130 (30) C=3/4" W27X84 (34)
W27X84 (34) W30X116 (31) C=3/4" W27X84 (34)
W27X84 (34) W24X68 (18) C=3/4" W27X84 (34)
W27X84 W27X84 (34)
W24X68 (34) W24X68 (34)
W30X90 (34)
W24X68 W21X55 (24) C=3/4" W21X55 (24) C=3/4" W21X55 (24) C=3/4" W21X55 (24) C=1"
W24X55 W21X55 (24) C=1" W21X44 (20) C=3/4" W21X55 (26) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W24X68
W24X68
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X62 (31)
W27X84 (34)
W24X76 (40)
G
G
J
J
K K
L L
M M
1
1
2
2
3
3
4
4
5
5
6
6
FD01
172' - 4"
EOS
1' - 0"
8' - 4" 12' - 4" 40' - 0" 40' - 0" 40' - 0" 40' - 0"
73' - 0"
EOS
1' - 2 1/2"
11' - 0" 31' - 0" 31' - 0" EOS
1' - 2 1/2"
1
S-301
1
S-301
W24X55 W24X76 (36) W24X76 (36) W24X76 (36) W24X76 (36)
W24X76 (36) W24X76 (36) W24X76 (36)
W27X84 (34) W30X116 (31) C=3/4" W27X84 (34)
W27X84 (34) W30X90 (32) C=3/4" W27X84 (34)
W24X76 (17) W27X84 (34)
W24X68 (36) W24X62 (32)
W27X84 (35) W30X90 (36)
W33X118 (20) C=3/4" W27X84 (34)
W24X55 W21X55 (24) C=1" W21X55 (24) C=3/4" W21X55 (24) C=1" W21X55 (24) C=1"
W21X55 (24) C=1"
W21X44 (20) C=3/4"
W21X44 (20) C=1" W21X44 (20) C=1 1/4"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
UP
UP
F F
G
G
H H
J
J
K K
L L
M M
6
6
7
7
7.5
7.5 8
8
9
9
10
10
11
11
FD01
FD01
T/SLAB +163' - 0"
T/SLAB +163' - 0"
145' - 4"
40' - 0" 32' - 4" 11' - 0" 31' - 0" 31' - 0"
145' - 4"
40' - 0" 32' - 4" 11' - 0" 31' - 0" 31' - 0"
N
N
12
12
W24X76 (36)
W30X148 (24)
W24X76 (36)
W24X76 (36)
W24X76 (36)
W33X118 (20) C=3/4" W27X84 (34)
W24X117 (34) W27X84 (34)
W24X62 (28) C=1" W18X35 (16)
W21X55 (24) C=1" W33X141 (32) C=3/4" W24X76 (36)
W27X84 (34)
W21X55 (24) C=1"
W21X55 (24) C=1"
W27X84 (34)
W36X170 (73) C=3/4"
W21X44 (20) C=1 1/4"
W27X84 (34) W33X130 (30) C=3/4" W27X84 (35)
W33X130 (32) C=3/4" W24X117 (34) W27X84 (34)
W21X55 (24) C=3/4" W21X44 (20) W24X62 (28) C=1 1/4"
W21X55 (24) C=1" W21X44 (20)
W21X55 (26) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=3/4"
W21X55 (26) C=1"
B B
C C
D D
E E
F F
7
7
7.5
7.5 8
8
9
9
10
10
11
11
FD01
T/SLAB +163' - 0"
73' - 0"
32' - 4" 11' - 0" 31' - 0" 31' - 0"
12' - 7" 14' - 8" 40' - 0" 40' - 0" 40' - 0" 40' - 0"
EOS
1' - 0"
1
S-302
1
S-302
A A
W24X76 (36) W24X76 (36) W24X76 (36)
W30X90 W24X76 (36) W24X76 (36) W24X76 (36) W24X76 (36)
W27X84 (34) W33X130 (30) C=3/4" W27X84 (35)
W27X84 (34) W30X116 (31) C=3/4" W27X84 (34)
W27X84 (34) W27X84 (18) C=3/4" W27X84 (34)
W27X84 W27X84 (34)
W27X84 (34) W30X90 (36)
W30X90 (36)
W24X94 W21X55 (24) C=3/4" W21X55 (24) C=3/4" W21X55 (24) C=3/4" W21X55 (24) C=1"
W24X76 W21X55 (24) C=1" W21X44 (20) C=3/4" W21X55 (26) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W30X90
W30X90
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X62 (31)
W27X84 (34)
W24X76 (40)
G
G
J J
K K
L L
M M
1
1
2
2
3
3
4
4
5
5
6
6
30K10
30K10
30K10
30K10
30K10
30K10
30K10
30K10
30K10
30K10
30K10
30K10
30K10
30K9
30K9
30K9
30K9
12K1
12K1
30K10
30K10
30K10
30K10
30K10
12K1 30K9
12K1 30K9
30K9 30K9 30K9
12K1
12K1
12K1 30K9
30K9
30K9
30K9
30K9 30K9
30K9
30K10
30K10
30K9
30K9
30K10
30K10
30K9
F F
G
G
H H
J J
K K
L L
M M
6
6
7
7
7.5
7.5 8
8
9
9
10
10
11
11
30K10
30K10
22K4
30K10
30K9
30K10
30K10
30K10
30K10
30K10
30K10
30K9
30K9
30K9
30K9
30K10
30K10
30K10
30K10
30K10
30K10
30K10
30K9
RD01
145' - 4"
40' - 0" 32' - 4" 11' - 0" 31' - 0" 31' - 0"
145' - 4"
40' - 0" 32' - 4" 11' - 0" 31' - 0" 31' - 0"
N
N
12
12
30K10
22K7
22K7
22K7
22K7
22K7
22K7
B B
C C
D D
E E
F F
7
7
7.5
7.5 8
8
9
9
10
10
11
11
30K9
30K9
30K10
30K10
30K10
30K10
30K10
30K10
30K10
30K10
30K9
30K9 30K9
30K9
30K10
30K10
30K10
30K10
30K9
30K9
12K1 30K9
12K1 30K9 30K9 30K9 30K9
30K9
30K9
30K9
12K1
30K10
30K10
30K10
30K10
30K10
30K10
30K10
30K10
30K10
30K10
30K10
30K10
30K10
30K10
RD01
4' - 8" 2' - 8" 5' - 5 1/4" 5' - 4 7/8" 5' - 5" 4' - 9" 6' - 1" 5' - 5" 5' - 2" 4' - 0" 5' - 6 1/2" 5' - 11 1/2" 5' - 2" 5' - 2" 5' - 1 1/2" 5' - 1 1/2" 5' - 1 1/2" 5' - 1 1/2" 5' -
1 1/2" 5' - 4 3/4"
32' - 4" 11' - 0" 31' - 0" 31' - 0"
15' - 0 1/2" 14' - 8" 40' - 0" 40' - 0" 40' - 0" 40' - 0"
C C
D D
E E
F F
H H
J J
K K
L L
3
3
4
4
5
5
6
6
7
7 8
8
9
9
10
10
192' - 4"
10" 22' - 8 3/4" 17' - 3 1/4" 40' - 0" 40' - 0" 40' - 0" 32' - 4" 11' - 0" 31' - 0" 10"
192' - 4"
10" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 32' - 4" 11' - 0" 31' - 0" 10"
9 7/8" 31' - 0" 10"
10"
10"
10"
10"
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
+189' - 9"
+189' - 9" +189' - 9" +189' - 9"
+189' - 9"
+189' - 9" +189' - 9"
K L M
62' - 0"
31' - 0" 31' - 0"
T/SLAB +117' - 0"
T/SLAB +132' - 4"
T/SLAB +147' - 8"
T/SLAB +163' - 0"
W12X79
W12X79
W12X79 W12X53
W12X136
W12X136
W12X106 W12X53
SLAB
SLAB
SLAB
SLAB
SLAB
1' - 1"
S-410
1
S-410
11
S-410
11
S-410
11
S-410
1
S-410
11
S-410
11
S-410
11
S-411
1
S-409
1
S-409
7
VARIES
T/STL +189' - 9"
T/STL +186' - 4 1/2"
T/STL +183' - 0"
S-411
1
T/STL +178' - 6 1/2"
5
S
S
R
O
C
P
R
O
F
E
.
9 10 11
VARIES 31' - 0" 31' - 0"
62' - 0"
W12X79 W12X53
W12X136 W12X79
W12X136 W12X79
W12X106 W12X53
T/SLAB +117' - 0"
T/SLAB +147' - 8"
T/SLAB +100' - 0"
T/SLAB +132' - 4"
T/SLAB +163' - 0"
SLAB
SLAB
SLAB
SLAB
SLAB
SLAB
S-410
1
S-410
11
S-410
11
S-410
1
S-410
11
S-410
11
S-410
11
S-411
1
S-409
4
T/STL +189' - 9"
T/STL +186' - 4 1/2"
T/STL +183' - 0"
1' - 1"
S-411
1
3
S-412
S-409
7
S
S
R
O
C
P
R
O
F
E
.
A
I
G
DESIGN TABLE
Model Building Code: 2012 International Building Code
Local Building Code: Indiana Building Code 2014
Model Code Standard: ASCE 7-10
Steel Standard: AISC 360-10
Steel Seismic Standard: AISC 341-10
Concrete Standard: ACI 318-11
Masonry Standard: ACI 530-11
Wood Standard: AITC/APA/NDS Current Ed.
Risk Category: II Normal Risk
Exposure Category: B
ROOF DESIGN LOADS Dead Live Snow
Main 20.0 psf 20.0 psf 20.0 psf
Mechanical Roof 105.0 psf 20.0 psf 20.0 psf
Canopy Green Roof 50.0 psf 300.0 psf 20.0 psf
FLOOR DESIGN LOADS Dead Live Partition
Office Areas 73.0 psf 80.0 psf 15.0 psf
Corridors & Public Areas 76.0 psf 80.0 psf
Penthouse/Mechanical 83.0 psf 150.0 psf
Walkable Canopy 115.0 psf 300.0 psf
SOILS Spread Wall
Improved Allow. Bearing Pressure, qa: 5000 psf 5000 psf
Soil Density, γt: 120 pcf
Minimum Foundation Bearing Depth: 36 in
Soils Report: Patriot Engineering #17-1001-01G
Dated: 8/11/2017
SLAB ON GRADE
Compacted Fill Thickness: 6 in
Compaction Specification: 95% Modified Proctor D-1557
SNOW DESIGN CRITERIA
Ground Snow Load, Pg: 20 psf
Flat Roof Snow Load, Pf: 20 psf
Importance Factor, Is: 1.0
Exposure Factor, Ce: 1.0 Partially
Thermal Factor, Ct: 1.0 Heated
Warm Slope Factor, Cs: 1.0
WIND DESIGN CRITERIA
Ultimate Wind Speed, Vult: 115 mph
Design Wind Speed, VASD: 90 mph
Enclosure Class: Enclosed
Internal Pressure Coefficient, GCpi: 0.18
SEISMIC DESIGN CRITERIA
Importance Factor, Ie: 1.00
Mapped Spectral Response, SS: 0.145
Mapped Spectral Response, S1: 0.081
Site Class: D
Design Spectral Response, SDS: 0.155
Design Spectral Response, SD1: 0.130
Seismic Design Category, SDC: B
Overstrength Factor, Ω: 3
Seismic Response Coefficient, CS: 0.052
Response Modification Coeff., R: 3
Unfactored Design Base Shear, V: 5.2% W
Analysis Procedure: ELFA
Basic Seismic-Force-Resisting System: H. Steel Systems not Specically Details for Seismic Resistance
1. Steel Systems, R=3
G8. Reactions and forces indicated are unfactored, Allowable Strength Design (ASD) loads.
G9. If Drawings and specifications are in conflict, the most stringent restrictions and requirements shall govern. Contractor shall bring all
discrepancies to the attention of the engineer immediately.
G10. Verify all existing conditions prior to any construction or fabrication. If different than shown, notify engineer/architect immediately for
FACE OF CONC WALL OR CONC
COLUMN
T/STL
+(SEE PLAN)
3"
2 1/2"
3"
3/4" DIA A325N BOLTS IN DBL L4x3xTHICKNESS
INDICATED IN SCHEDULE, TYP. PROVIDE
13/16"x1 1/2" HORIZ SLOTS IN BEAM WEB AND
INSTALL NUTS. FINGERTIGHT AND PEEN
THREADS OR PROVIDE ADDITIONAL LOCKNUT.
EMBEDDED PLATE CONNECTION EMBEDDED PLATE DETAIL
1' - 0"
2" 8" 2"
'H'
2 1/2" 4" 4" 2 1/2"
'T'
6" LONG HEADED STUDS
'L' 1 1/4"
DEVELOPMENT LENGTH COMPRESSION
Bar Size
f'c (Normal Weight Concrete), psi
#3
#4
#5
#6
#7
#8
#9
#10
#11
#14
#18
9"
11"
14"
17"
20"
22"
25"
28"
31"
38"
50"
8"
10"
12"
15"
17"
19"
22"
25"
27"
33"
43"
3000 4000
9"
12"
15"
Wrk_Fnd_T/Pier Wrk_Fnd_T/Pier
97' - 6" 97' - 6"
Fnd_Wrk_T/Slab Fnd_Wrk_T/Slab
100' - 0" 100' - 0"
Ofp_Wrk_2nd Flr TOS Ofp_Wrk_2nd Flr TOS
116' - 6" 116' - 6"
Ofp_Wrk_3rd Flr TOS Ofp_Wrk_3rd Flr TOS
131' - 10" 131' - 10"
Wrk_Col Splice Wrk_Col Splice
136' - 4" 136' - 4"
Ofp_Wrk_4th Flr TOS Ofp_Wrk_4th Flr TOS
147' - 2" 147' - 2"
Ofp_Wrk_5th Flr TOS Ofp_Wrk_5th Flr TOS
162' - 6" 162' - 6"
Ofp_Wrk_Roof TOS Ofp_Wrk_Roof TOS
178' - 4" 178' - 4"
Ofp_Wrk_Screenwall
TOS
Ofp_Wrk_Screenwall
TOS
189' - 9" 189' - 9"
Column Locations
A-8 A-9 A-10 A-11 B-8 B-9 B-10 B-11 C-7.5 C-9 C-9.4 C-9.7 C-10 C-11 C.6-9.4 C.6-9.7 D-6.6 D-7.5 D-9.3 D-10 D-11 D.3-6.6 D.7-6.6 E-7.5 E-9.3 E-10 E-11 E.2-6.6 E.7-6.6 F-7.5 F-9.3 F-10
F-11 F.3-6.6 F.7-6.6 G-3 G-4 G-5 G-6 G-7 H-9 H-10
Wrk_Fnd_T/Pier Wrk_Fnd_T/Pier
97' - 6" 97' - 6"
Fnd_Wrk_T/Slab Fnd_Wrk_T/Slab
100' - 0" 100' - 0"
Ofp_Wrk_2nd Flr TOS Ofp_Wrk_2nd Flr TOS
116' - 6" 116' - 6"
Ofp_Wrk_3rd Flr TOS Ofp_Wrk_3rd Flr TOS
131' - 10" 131' - 10"
Wrk_Col Splice Wrk_Col Splice
136' - 4" 136' - 4"
Ofp_Wrk_4th Flr TOS Ofp_Wrk_4th Flr TOS
147' - 2" 147' - 2"
Ofp_Wrk_5th Flr TOS Ofp_Wrk_5th Flr TOS
162' - 6" 162' - 6"
Ofp_Wrk_Roof TOS Ofp_Wrk_Roof TOS
178' - 4" 178' - 4"
Ofp_Wrk_Screenwall
TOS
Ofp_Wrk_Screenwall
TOS
189' - 9" 189' - 9"
Column Locations
H.3-3 H.3-4 H.3-5 H.3-6 J-1 J-2 J-9 J-10 K-1 K-2 K-7 K-8 L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 M-1 M-2 M-3 M-4 M-5 M-6 M-7
W12X65
W12X96
W12X65
W12X96
W12X79
W14X120
W14X120
W12X96
W12X79
W12X120
W12X120
W12X65
W12X79
Fnd_Wrk_T/Slab
+100' - 0"
Ofp_Wrk_2nd Floor
+117' - 0"
Ofp_Wrk_3rd Floor
+132' - 4"
Ofp_Wrk_4th Floor
+147' - 8"
Ofp_Wrk_5th Floor
+163' - 0"
Ofp_Wrk_Roof TOS
+178' - 4"
Wrk_Col Splice
+136' - 4"
11
W12X79
W12X53
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
Wrk_Fnd_T/Pier
+97' - 6"
Fnd_Wrk_T/Slab
+100' - 0"
Ofp_Wrk_2nd Floor
+117' - 0"
Ofp_Wrk_3rd Floor
+132' - 4"
Ofp_Wrk_4th Floor
+147' - 8"
Ofp_Wrk_5th Floor
+163' - 0"
Ofp_Wrk_Roof TOS
+178' - 4"
Wrk_Col Splice
+136' - 4"
11
W12X53
W12X79
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
Wrk_Fnd_T/Pier
+97' - 6"
Fnd_Wrk_T/Slab
+100' - 0"
Ofp_Wrk_2nd Floor
+117' - 0"
Ofp_Wrk_3rd Floor
+132' - 4"
Ofp_Wrk_4th Floor
+147' - 8"
Ofp_Wrk_5th Floor
+163' - 0"
Ofp_Wrk_Roof TOS
+178' - 4"
Wrk_Col Splice
+136' - 4"
T/STL
+(SEE PLAN)
POCHE REPRESENTS
MASONRY WALL
P16
F4
P16
F4
T/P -0'-8"
T/F -2'-8"
HSS6
MW8 T/W -0'-8"
WF24 T/F -2'-8"
CW8 T/W -0'-8"
WF24 T/F -2'-8"
COL MARK, SEE SCHEDULE
FOR ACTUAL SIZE,
BASEPLATE AND ANCHOR
RODS
P16 = PIER MARK, SEE SCHEDULE
T/P = TOP OF PIER ELEV
F4 = COL FTG MARK, SEE SCHEDULE
T/F = TOP FTG ELEV
CONCRETE MASONRY UNIT WALL (MW)
SEE SCHED FOR SIZE AND REINF
T/W = TOP OF WALL ELEV
CONCRETE WALL (CW), SEE SCHED
FOR WALL THICKNESS AND REINF
SPOT ELEV INDICATES
TOP OF CONC
INDICATES PLAN DETAIL
COL GRID, COLUMNS CENTERED
ON GRID INTERSECTION, UNO
T/F = TOP OF FTG ELEV
CONCRETE WALL FTG (WF), SEE
SCHED FOR SIZE AND REINF
INDICATES SECTION CUT
POCHE
REPRESENTS
CONCRETE WALL
1
S401
2
S401
INDICATES EDGE
OF WALL FTG
INDICATES EDGE OF WALL
FTG UNDER FLOOR SLAB
12
H
G
12
D
C
B
11
INDICATES PLAN DETAIL
INDICATES SECTION CUT
1
S401
1' SEE - 4"
SCHEDULE
1' SEE - 4"
SCHEDULE
PLAN
3/4"Ø
ANCHOR
ROD
DOUBLE NUT
GROUT HEIGHT
7/8"Ø
1"Ø
1 1/8"Ø
1 1/4"Ø
1 1/2"Ø
2"Ø
3/4"Ø 1 1/16"Ø
ANCHOR
ROD
HOLE
DIAMETER
7/8"Ø 1 3/16"Ø
1"Ø 1 1/2"Ø
1 1/8"Ø 1 5/8"Ø
1 1/4"Ø 1 3/4"Ø
1 1/2"Ø 2"Ø
2"Ø 2 1/2"Ø
2 1/2"Ø 3"Ø
EDGE
DISTANCE
1 1/2"
1 3/4"
2"
2 1/4"
2 1/2"
3"
4"
4 1/2" 2 1/2"Ø 3"
3"
2"
2"
2"
2"
2"
2"
BASE PLATE -
SEE SCHEDULE
COLUMN
1/4" LEVELING PLATE
3/4" NON-SHRINK, NON-
METALLIC GROUT (IF DOUBLE
NUTS ARE NOT USED)
DOUBLE NUTS
- NO LEVELING PLATE REQ'D
- SEE SCHEDULE FOR GROUT
HEIGHT
ANCHOR RODS
COLUMN
ANCHOR RODS
WITHIN TIES
36/4 PATTERN
ALL SUPPORTS
NOTE:
1. ALL WELDS SHALL BE 3/4"Ø PUDDLE WELDS.
2. USE (3) #10 TEK SCREWS SIDELAP FASTENER PER SPAN
3' - 0"
36/3 PATTERN
ALL SUPPORTS
NOTE:
1. ALL WELDS SHALL BE 5/8"Ø PUDDLE WELDS.
2. USE (2) #10 TEK SCREWS SIDELAP FASTENER PER SPAN
3' - 0"
36/4 PATTERN
ALL SUPPORTS
36/5 PATTERN
ALL SUPPORTS
36/7 PATTERN
ALL SUPPORTS
COMP SLAB
DECK
BEAM
T/SLAB
+(SEE PLAN)
T/STL
+(SEE PLAN)
CENTERLINE OF BEAM #4 x 5'-0" @ 1'-0" OC, TOP.
CENTER ON BEAM
COMP SLAB
DECK
GIRDER
T/SLAB
+(SEE PLAN)
T/STL
+(SEE PLAN)
BUTT DECK TOGETHER @
JOINTS DO NOT OVERLAP
PLACE SHEAR
CONNECTOR IN DECK
VALLEY
BEND WWF UP TO SAME
LEVEL AS #4 TOP BARS
HIGH CHAIR w/ #
4 SUPPORT BAR
START NEW SHEET
CUT HI-HAT IN FIELD (BY
ERECTOR) AS REQ'D
PLACE SHEAR
CONNECTOR IN CENTER
OF GIRDER
CENTERLINE OF BEAM
COMP SLAB
DECK
BEAM
T/SLAB
+(SEE PLAN)
T/STL
+(SEE PLAN)
START NEW SHEET
CUT HI-HAT IN FIELD (BY
ERECTOR) AS REQ'D
COLUMN
ANGLE
ELEVATION @ TYP
UNSTIFFENED SEAT
UNSTIFFENED JOIST SEAT
ANGLE BEARING CAPACITY
MIN COL WIDTH 6"
WIDTH
MIN COL W OR HSS COL
ANGLE
WIDTH
MIN COL W OR HSS COL
3/8" STIFFENER
PLATE
COLUMN
ELEVATION @ TYP
STIFFENED SEAT
SEAT ANGLE
SEAT ANGLE
LENGTH
ASD CAPACITY
L5x3 1/2x3/8 (LLV)
L5x3 1/2x1/2 (LLV)
4"
1.9k
4.1k
8"
5"
2.4k
5.1k
8"
6"
2.9k
6.2k
9"
7"
3.4k
7.2k
10"
8"
3.9k
8.2k
12"
9"
4.4k
9.3k
12"
10"
4.9k
10.3k
STIFFENED JOIST SEAT ANGLE
BEARING CAPACITY
MIN COL WIDTH 6"
SEAT ANGLE
SEAT ANGLE
LENGTH
ASD CAPACITY
L6x4x1/2 (LLV)
L6x4x1/2 (LLV)
4"
CONNECTION TO SLAB BY PRECASTER
PRECAST PANEL
GRADE OR PAVEMENT
SEE CIVIL DWGS
WALL FTG (WF)
1" SHIM AND GROUT
CONNECTION BY PRECASTER
(2) 3/4"Øx5 1/2" KWIK II
HILTI EXPANSION BOLTS
CONC SLAB
3/16 3
T/SLAB
+(SEE CIVIL)
SEE SCHEDULE
2' - 0"
4"
T/F
+(SEE PLAN)
#5 x 30" @ 36" OC
CONNECTION TO
SLAB BY PRECASTER
PRECAST PANEL
WALL FTG (WF)
1" SHIM AND GROUT
CONNECTION BY PRECASTER
(2) 3/4"Øx5 1/2" KWIK II
HILTI EXPANSION BOLTS
CONC SLAB
3/16 3
CONC SLAB
2' - 0 1/4" 1' - 11 3/4"
4"
T/F +97' - 6"
T/SLAB
+(SEE CIVIL)
#5 x 30" @ 36" OC #5 x 30" @ 36" OC
T/SLAB +100' - 0"
CONC SLAB
PRECAST PANEL
SEE ARCH
GRADE OR PAVEMENT
SEE CIVIL DWGS
WALL FTG (WF)
SEE ARCH FOR PERIMETER
INSULATION
T/F +97' - 6"
SEE SCHEDULE
WWF
1/2" EXP JT MAT'L
EQ EQ
1" SHIM AND GROUT
CONNECTION BY PRECASTER
(2) 3/4"Øx5 1/2" KWIK II
HILTI EXPANSION BOLTS
3/16 3
PRECAST PANEL
GRADE OR PAVEMENT
SEE CIVIL DWGS
1" SHIM AND GROUT
CONNECTION BY PRECASTER
M
SEE PLAN
BEAM
SLAB
PL 3/8"x
6"
x CONT
#3 @ 12" OC
1' - 6"
#3 CONT
w/ 5/8"Ø x 6" HS
SEE PLAN FOR SPACING
3/16 1 1/2-12
L 2 1/2x2 1/2x3/8 @ 5'-0" OC
FIELD WELD AFTER
ADJUSTMENT
AT MULLION LOCATIONS
3/4"Ø BOLTS @ 2'-0" OC
w/ LONG SLOTS
FIELD WELD AFTER
ADJUSTMENT
PLATE AND ANGLES MAY
BE SHIPPED LOOSE AND
FIELD WELDED
T/SLAB +117' - 0"
PRECAST PANEL
SEE ARCH
EMBED PLATE @ 5'-0" OC
@ KICKER BY PRECAST
SUPPLIER
CURTAIN WALL
SEE ARCH
BEAM
L3 1/2x 3 1/2x3/8
KICKER @ 5'-0" OC
1/4
TYP
1/4
TYP
PL 3/8"x 6"
4"
x 0'-6"
PL 3/8"x6"x0'-6" w/ (1) 3/4"Ø
BOLT @ KICKER
DAMAGE THREADS AFTER
TIGHTENING BOLT w/ LSL HOLE
PARALLEL w/ WALL
3/8" PLATE
TYP
J K
T/SLAB +117' - 0"
SLAB
SEE PLAN
EOD
VARIES 2' - 0" 11' - 0"
DECK
BEAM
BEAM
(2) L5x5x3/8
TYP HANGER
M
BEAM
DECK
S-407
BENT PL 3/8"x5"x1'-6" 7
JOIST
L2 1/2x2 1/2x3/8 @ 5'-0" OC
ALIGN w/ CURTAINWALL
CONN
L2 1/2x2 1/2x3/8 @ 5'-0" OC
ALIGN w/ CURTAINWALL
CONN
EOD
SEE PLAN
T/STL
+(SEE PLAN)
8"
60.00°
SHEATHING
WALL
SEE ARCH
3 5/8" KICKER
AT EA STUD
1/4 3-12
L5x3x3/8 LLV (CONT)
BLOCKING
AS REQ'D
T/PARAPET
+(SEE ARCH)
S-407
L5x5x3/8 CONT 7
JOIST
DECK
BEAM
T/STL
+(SEE PLAN)
SEE PLAN
EOD
SHEATHING
WALL
SEE ARCH
3 5/8" KICKER
AT EA STUD L5x5x3/8 LLV (CONT)
T/PARAPET
+(SEE ARCH)
10 1/2"
60.00°
1/4 3-12
C6x10.5 CONT
9.7
T/SLAB +178' - 8"
JOIST
DECK
BEAM
BEAM
SLAB
18GA TAPERED POUR STOP
T/STL
+(SEE PLAN)
BEAM
6.6
SLAB
OPERABLE WALL
SEE ARCH
S-410
1 BEAM
SLAB
T/SLAB +117' - 0"
T/SLAB +116' - 6"
L3x3x1/4 KICKER T/STL +112' - 11 1/2"
@ HANGER
L4x4x1/4 x 0'-6" CLIP
HSS 4x4x1/4 HANGER
@ EA END
L4x4x1/4 x 0'-6"
CLIP
1
1
PL 3/4" w/ (4)
3/4"Ø BOLTS BEAM
BEAM
WALL
SEE ARCH
COLUMN
SLAB #3 CONT
BEAM
S-407
S-408 BENT PL 3/8"x6"x6" CONT 7
6
RAILIING
SEE ARCH
4' - 2"
EOS
6"
BEAM
3/8" BENT PL
1/2" WEB STIFFENER
EA SIDE
#3 @ 12" OC
3-12
1/4
L6x6x3/8 CONT
1/4 3-12
HSS
6.6
COLUMN
CHANNEL
BEAM CHANNEL
BEAM
T/STL +130' - 0"
ALUMINUM TRELLIS
SEE ARCH
3/4" COLUMN CAP PL
w/ (4) 3/4" BOLTS
3/8" STIFFENER PL
EA SIDE
1/4
SEE PLAN SEE PLAN
D
EOS
K L
W12X65
W12X96
W24X68 (34)
W12X79
W24X68 (34)
W12X65
W24X68 (36)
W12X53
W24X55
W14X68
W14X120
W14X120
W14X68
T/SLAB +100' - 0"
T/SLAB +117' - 0"
T/SLAB +132' - 4"
T/SLAB +147' - 8"
T/SLAB +163' - 0"
SLAB
SLAB
SLAB
SLAB
SLAB
DECK
31' - 0"
W24X68 (34)
T/STL +177' - 3"
W12X65
± 244K (SEISMIC)
± 244K (SEISMIC)
± 293K (SEISMIC)
± 265K (SEISMIC)
± 183K (SEISMIC)
± 111K (WIND)
S-503
5
S-503
5
S-503
6
S-503
7
S-503
7
S-503
7
S-503
7
S-503
8
S-503
8
S-503
8
S-503
8
SIM
± 282K (SEISMIC)
± 254K (SEISMIC)
9 10
31' - 0"
T/SLAB +100' - 0"
T/STL +178' - 4"
W14X120
W14X176
W14X283
W14X283
W24X117 (34)
W14X145
W24X117 (34)
W14X145
W14X145
W14X109
W24X117 (34)
W12X65
W24X94
SLAB
SLAB
SLAB
SLAB
SLAB
SLAB
T/STL +183' - 0"
T/STL +186' - 4 1/2"
T/STL +189' - 9"
W24X117 (34)
W14X120
±643K (SEISMIC)
±643K (SEISMIC)
±805K (SEISMIC)
±740K (SEISMIC)
±490K (SEISMIC)
±180K (SEISMIC)
S-503
10
S-503
10
S-503
6
S-503
7
S-503
7
S-503
7
S-503
7
S-503
8
S-503
8
S-503
8
S-503
8
SIM
±813K (SEISMIC)
±776K (SEISMIC)
±675K (SEISMIC)
9.4 9.7
W14X22
HSS4X4X3/8
W24X76
HSS5X5X3/8
HSS5X5X3/8
11' - 10 1/4"
±29 K (WIND)
S-503
9
S-503
9
SIM
C C.6
W14X22
HSS5X5X3/8
HSS4X4X3/8
HSS5X5X3/8
T/STL +187' - 6 1/2"
W24X62
22' - 8 3/4"
±37 K (WIND)
S-503
9
SIM
S-503
9
9.7 9.4
11' - 10 1/4"
W14X22
HSS4X4X3/8
HSS5X5X3/8
HSS5X5X3/8
SLAB
±29 K (WIND)
S-503
9
SIM
S-503
9
OPP
HAND
6
T/SLAB +100' - 0"
T/SLAB +117' - 0"
T/SLAB +132' - 4"
T/SLAB +147' - 8"
T/SLAB +163' - 0"
B/STL +108' - 0"
B/STL +115' - 4"
B/STL +124' - 0"
B/STL +131' - 4"
B/STL +139' - 4"
B/STL +146' - 8"
B/STL +155' - 4"
B/STL +162' - 0"
B/STL +171' - 4"
W12X22
W12X22
W12X22 W12X22
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
R
S
A
STATE OF
860325
N
N
I
D
No.
A
E
N
I
R
M
I
E
D
E
G
N
T
S
E
Y
M
O
C
D
E
c
SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/4/2017 12:02:12 PM
S-600
MODEL VIEWS
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
MODEL VIEWS ARE FOR REFERENCE ONLY. NOT ALL
STRUCTURAL MEMBERS ARE SHOWN. REFER TO THE
ENTIRE SET OF CONSTRUCTION DOCUMENTS.
SCALE: NTS
MODEL VIEW
SCALE: NTS
MODEL VIEW
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
4 State Design Release 12.04.17
W12X22
W12X22
W12X22 W12X22
W12X22 W12X22
W12X22 W12X22
W12X22 W12X22
W12X22 W12X22
W12X22 W12X22
W12X22
W12X22
8" KO BOND BM w/
(2) #5 CONT
TYP AT EA FLOOR
T/MAT +95' - 0"
HSS 4x4x1/4 WELD TO
TOP OF BM
TYP @ ELEV HOIST BM
(PROVIDE 4"x6"
OPENING FOR HOIST
CHAIN - VERIFY
LOCATION w/
ELEVATOR MFR
2-12
TYP DECK
K
BRACE
COLUMN
BASE PL
A992 GR 50
WP
L4x4x3/4 EA SIDE
TOP & BOT w/
(10) 1"Ø BOLTS
PL 1/2"x6"x1'-0" EA SIDE
w/ (8) 1"Ø BOLTS
5/16
TYP
T/SLAB +100' - 0"
FLOOR LINE
ANCHOR RODS
(GR 55)
PROVIDE BITUMINOUS
COATING ON STEEL
BELOW TOP OF SLAB
1" PL
SHEAR LUG 3"x7"
FULL WIDTH
1' - 8 3/8"
2' - 0 1/4"
3' - 0 1/4"
1' - 11 3/4" 6 3/8"
5/16
9/16
BRACE
BRACE
1" PL
BEAM
L4x4x3/4 EA SIDE
TOP & BOT w/
(10) 1"Ø BOLTS
PL 1/2"x6"x1'-0" EA SIDE
w/ (8) 1"Ø BOLTS
WP
PL 1/2"x6"x1'-0" EA SIDE
w/ (8) 1"Ø BOLTS
L4x4x3/4 EA SIDE
TOP & BOT w/
(10) 1"Ø BOLTS
1/2
TYP
6' - 3 3/8"
2' - 3 3/8"
K
BEAM
COLUMN
BRACE
L4x4x3/4 EA SIDE
TOP & BOT w/
(20) 3/4"Ø BOLTS
PL 1/2"x8 1/2"x1'-0" EA
SIDE w/ (12) 3/4"Ø
BOLTS
3/4" PL
T/SLAB
+(SEE PLAN)
6' - 0 1/2"
3' - 0 1/4"
5/16
TYP
WP
L4x4x3/4 EA SIDE w/
(12) 3/4"Ø BOLTS
L4x4x3/4 EA SIDE w/
(14) 3/4"Ø BOLTS
5/16
3 SIDED
L
T/SLAB
+(SEE PLAN)
WP
BEAM
COLUMN
BRACE
L4x4x3/4 EA SIDE
TOP & BOT w/
(20) 3/4"Ø BOLTS
PL 1/2"x8 1/2"x1'-0" EA
SIDE w/ (12) 3/4"Ø
BOLTS
3/4" PL
6' - 0 1/2"
3' - 1 5/8"
5/16
TYP
L4x4x3/4 EA SIDE w/
(14) 3/4"Ø BOLTS
5/16
3 SIDED
L4x4x3/4 EA SIDE w/
(12) 3/4"Ø BOLTS
9.4
COLUMN
WP
HSS4X4X3/8
6"
3/4" PL
3/4"Ø ERECTION
BOLT
1/4 6
1/4
1/4
K
BRACE
COLUMN
BASE PL
A992 GR 50
WP
L4x4x3/4 EA SIDE
TOP & BOT w/
(10) 1"Ø BOLTS
PL 1/2"x6"x1'-0" EA SIDE
w/ (8) 1"Ø BOLTS
5/16
TYP
FLOOR LINE
ANCHOR RODS
(48" EMBEDMENT)
PROVIDE BITUMINOUS
COATING ON STEEL
BELOW TOP OF SLAB
1" PL
SHEAR LUG 3"x7"
FULL WIDTH
3' - 0 1/2"
1' - 10" 7 1/4"
2' - 2 1/2"
(28) #8 VERT
HOOKED T & B
#3 TIES @ 12" OC
(3) #3 TIES @ TOP
9/16
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
R
S
A
STATE OF
860325
N
N
I
D
No.
A
E
N
I
R
M
I
E
D
E
G
N
T
S
E
Y
M
O
C
D
E
c
SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 12:10:48 PM
S-503
FRAMING
ELEVATIONS
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/4" = 1'-0" S-503
FRAMING ELEV AT GRID C 1
SCALE: 1/4" = 1'-0" S-503
FRAMING ELEV AT GRID 9.7 2
SCALE: 1/4" = 1'-0" S-503
FRAMING ELEV AT GRID C.6 3
SCALE: 1/4" = 1'-0" S-503
SECTION 4
SCALE: 3/4" = 1'-0" S-503
ENLARGED BRACE CONN 5
SCALE: 3/4" = 1'-0" S-503
ENLARGED BRACE CONN 6
SCALE: 3/4" = 1'-0" S-503
ENLARGED BRACE CONN 7
SCALE: 3/4" = 1'-0" S-503
ENLARGED BRACE CONN 8
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
SCALE: 3/4" = 1'-0" S-503
ENLARGED BRACE CONN 9
5
5
5
5
5
SCALE: 3/4" = 1'-0" S-503
ENLARGED BRACE CONN 10
5
±450K (SEISMIC)
±175K (SEISMIC)
9 10
31' - 0"
T/SLAB +100' - 0"
T/SLAB +117' - 0"
T/SLAB +132' - 4"
T/SLAB +147' - 8"
T/SLAB +163' - 0"
W12X65
W12X96
W14X120
W14X120
W24X68 (34)
W12X79
W24X68 (34)
W14X68
W14X68
W12X65
W27X84 (34)
W12X53
W24X55
W24X68 (34)
T/STL +177' - 3"
W12X65
±244K (SEISMIC)
±244K (SEISMIC)
±293K (SEISMIC)
±265K (SEISMIC)
±183K (SEISMIC)
±111K (WIND)
SLAB
SLAB
SLAB
SLAB
SLAB
S-503
5
S-503
5
S-503
6
S-503
7
S-503
7
S-503
7
S-503
7
S-503
8
S-503
8
S-503
8
S-503
8
SIM
±282K (SEISMIC)
±254K (SEISMIC)
±232K (SEISMIC)
±156K (SEISMIC)
±74K (WIND)
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
R
S
A
STATE OF
860325
N
N
I
D
No.
A
E
N
I
R
M
I
E
D
E
G
N
T
S
E
Y
M
O
C
D
E
c
SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 7:45:10 AM
S-502
FRAMING
ELEVATIONS
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/4" = 1'-0" S-502
FRAMING ELEV AT GRID H 1
SCALE: 1/4" = 1'-0" S-502
FRAMING ELEV AT GRID B 2
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
5
5
5
± 232K (SEISMIC)
± 156K (SEISMIC)
± 74K (WIND)
K L
31' - 0"
W14X120
W14X176
W14X145
W14X109
W12X65
W14X145
W14X283
W14X283
W14X145
W24X117 (34)
W24X117 (34)
W24X117 (34)
T/SLAB +100' - 0"
SLAB
SLAB
SLAB
SLAB
SLAB
SLAB
W24X94
W24X117 (34)
T/STL +178' - 4"
T/STL +183' - 0"
T/STL +186' - 4 1/2"
T/STL +189' - 9"
W14X120
±643K (SEISMIC)
±643K (SEISMIC)
±805K (SEISMIC)
±740K (SEISMIC)
±490K (SEISMIC)
±180K (SEISMIC)
T/SLAB +117' - 0"
T/SLAB +132' - 4"
T/SLAB +147' - 8"
T/SLAB +163' - 0"
S-503
6
S-503
7
S-503
7
S-503
7
S-503
7
S-503
8
S-503
8
S-503
8
S-503
8
SIM
±813K (SEISMIC)
±776K (SEISMIC)
±675K (SEISMIC)
±450K (SEISMIC)
±175K (SEISMIC)
S-503
10
S-503
10
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
R
S
A
STATE OF
860325
N
N
I
D
No.
A
E
N
I
R
M
I
E
D
E
G
N
T
S
E
Y
M
O
C
D
E
c
SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 7:45:07 AM
S-501
FRAMING
ELEVATIONS
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/4" = 1'-0" S-501
FRAMING ELEV AT GRID 2 1
SCALE: 1/4" = 1'-0" S-501
FRAMING ELEV AT GRID 7 2
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
5 5
5
SEE PLAN
S-407
PL 3/8"x 7
8"
6"
SLAB x CONT
BEAM
RAILING
SEE ARCH
T/SLAB +116' - 6"
#3 @ 12" OC
#3 CONT
SLAB
WALL
SEE ARCH
T/SLAB +117' - 0"
T/SLAB +116' - 6"
SLAB
BEAM
BEAM
3/8" BENT PLATE
6" 1/4 3-12
S-410
1
9.7
T/STL
+(SEE PLAN)
DECK
BEAM
WALL
SEE ARCH
S-407
7 L3x3x1/4 CONT
3"
1' - 0"
TYPICAL WIDE FLANGE COLUMN SPLICE
5/8" PLATE x 10" WIDE
AT W10 & W12
1"Ø A325-N BOLTS
(10) REQ'D EA FLANGE
PROVIDE FILLS AS
REQUIRED
FINISH FINISH
3/8 12
6"
6"
1/4 6
PROVIDE (2) 1/2" w/
(4) 1"Ø BOLTS @
SLANTED COLUMNS
11
SLAB
#3 @ 12" OC
#3 CONT
4' - 0"
T/SLAB +163' - 0"
WALL
SEE ARCH
S-412
6
COLUMN
DECK
BEAM
T/STL
+(SEE PLAN)
BEAM
PLAN
SEE
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
R
S
A
STATE OF
860325
N
N
I
D
No.
A
E
N
I
R
M
I
E
D
E
G
N
T
S
E
Y
M
O
C
D
E
c
SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/15/2017 9:09:17 AM
S-412
SECTIONS AND
DETAILS
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 3/4" = 1'-0" S-412
SECTION 1
SCALE: 3/4" = 1'-0" S-412
SECTION 2
SCALE: 3/4" = 1'-0" S-412
SECTION 3
SCALE: 3/4" = 1'-0" S-412
SECTION 4
SCALE: 3/4" = 1'-0" S-412
SECTION 5
SCALE: 3/4" = 1'-0" S-412
SECTION 6
2 Mill Order 11.06.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
6 Addendum #2 12.19.17
SCALE: 3/4" = 1'-0" S-412
SECTION 7
6
JOIST
DECK
EOD
3"
TCX 1"
2"
L3x3x1/4 CONT
CFS WALL
SEE ARCH
3/8" CONT PLATE
1/4 3-12
3"
10
T/SLAB +179' - 0 1/2"
SLAB
BEAM
JOIST
1 1/2"
18GA TAPERED
POUR STOP
DECK
WWF
COLUMN
BEAM
JOIST
FLASHING
SEE 8/ S-408
HSS
T/STL +183' - 0"
SCREEN WALL
SEE ARCH
L8x6x7/16 x 1'-0" (LLV)
w/ (4) 3/4"Ø BOLTS, T&B
TYP
1/4" STIFFENER PL, T&B
T/STL +186' - 4 1/2"
T/STL +189' - 9"
HSS
HSS
T/COL +190' - 6"
1' - 1"
ALL STEEL EXPOSED TO
THE WEATHER TO BE HOT
DIPPED GALVANIZED
T/FLASHING +180' - 2"
WINDOW WASHING
ANCHOR
SEE ARCH
T/STL
+(SEE PLAN)
T/SLAB +179' - 0 1/2"
MAX
8"
8"
DECK
BEAM
RIGID INSULATION WHERE
REQ'D FOR SLOPE
SLAB
WWF
CONC TURNDOWN
AT INSULATION
18GA TAPERED
POUR STOP
T/STL +189' - 9"
T/STL +186' - 4 1/2"
T/STL +183' - 0"
SCREEN WALL
SEE ARCH
DOOR
SEE ARCH
HSS w/ 1/4"
END PLATE
HSS w/ 1/4"
END PLATE
HSS w/ 1/4"
END PLATE
HSS w/ 1/4"
END PLATE
HSS12x6x1/4
BEAM
ALL STEEL EXPOSED
TO THE WEATHER
TO BE HOT DIPPED
GALVANIZED
1/2" COLUMN
CAP PL
1/2" COLUMN
CAP PL
HSS w/ 1/4"
END PLATE
1/2" BENT PL w/
3/4"Ø ALL-THREAD
ROD w/ DOUBLE
NUTS (TYP)
T/STL +178' - 4"
T/W
+(SEE ARCH)
JOIST
BEAM
DECK
S-407
L5x5x3/8 CONT 7
WALL
SEE ARCH
EOD
SEE PLAN
CFS CLIP
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SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 7:44:57 AM
S-411
SECTIONS AND
DETAILS
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 3/4" = 1'-0" S-411
SECTION 1
SCALE: 3/4" = 1'-0" S-411
SECTION 2
SCALE: 3/4" = 1'-0" S-411
SECTION 3
SCALE: 3/4" = 1'-0" S-411
SECTION 4
SCALE: 1" = 1'-0" S-411
SECTION 5
SCALE: 1/2" = 1'-0" S-411
SECTION 6
SCALE: 3/4" = 1'-0" S-411
SECTION 7
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
5
5
5
BEAM
BEAM
BEAM
BEAM
S-407
7 L3x3x1/4 CONT
PRECAST PANEL
SEE ARCH
L4x4x3/8 x 0'-6"
TYP @ EA BEAM
L5x5x3/8 x 0'-8"
w/ (2) 3/4"Ø BOLTS
S-407
7
CURTAIN WALL
SEE ARCH
1"
1/4
TYP
S-410
1
SEE PLAN
EOS
L3 1/2x3 1/2x3/8
KICKERS @ 5'-0" OC
SEE 15/S-408
1/4
1/4 8
L5x5x3/8 x 0'-8"
w/ (2) 3/4"Ø BOLTS
1/2" STIFFENER PL
EA SIDE (TYP)
PL 3/8"x 7"
3"
x CONT EOD
6 3/4"
BEAM
SLAB
T/SLAB +117' - 0"
T/STL +113' - 5 7/8"
BEAM
DECK
S-410
1
WALL
SEE ARCH
S-407
PL 3/8"x 7
7"
3"
x CONT
EOD
9 3/4"
BEAM
SLAB
#3 @ 12" OC
#3 CONT
PLATE AND ANGLES MAY
BE SHIPPED LOOSE AND
FIELD WELDED
T/SLAB +117' - 0"
CURTAIN WALL
SEE ARCH
STOREFRONT
SEE ARCH
PL 3/8"x
6"
x CONT
w/ 5/8"Ø x 6" HS
SEE PLAN FOR SPACING
L 2 1/2x2 1/2x3/8 @ 5'-0" OC
FIELD WELD AFTER
ADJUSTMENT
AT MULLION LOCATIONS
L3 1/2x3 1/2x3/8
KICKERS @ 5'-0" OC
S-410
1
1
S-410
1
CFS WALL
SEE ARCH
SLAB
BEAM
T/SLAB +117' - 0"
SEE PLAN
EOS
SEE PLAN
VARIES
TYP BOTH M
FLANGES
ACCESS HOLE (TYP)
BEAM
BEAM
PRECAST PANEL
SEE ARCH
CFS CLIP
S-407
PL 3/8"x 7
11"
6"
x CONT
BEAM
SLAB
#3 @ 12" OC
#3 CONT
L 2 1/2x2 1/2x3/8 @ 5'-0" OC
FIELD WELD AFTER
ADJUSTMENT
T/SLAB +117' - 0"
S-410
1
BEAM
STOREFRONT
SEE ARCH
CURTAIN WALL
SEE ARCH
BEAM
1/4
TYP
3/8" PLATE (TYP)
L 2 1/2x2 1/2x3/8 KICKER
@ 5'-0" OC
T/STL
+(SEE PLAN)
HSS
CURTAIN WALL
SEE ARCH
VARIES
1
S-410
6
CFS WALL
SEE ARCH
SLAB
BEAM
SEE PLAN
VARIES EOS
T/SLAB
+(SEE PLAN)
S-407
7
BEAM
CFS CLIP
#3 @ 12" OC
PL 3/8"x
6"
x CONT
T/SLAB
+(SEE PLAN)
BEAM
SLAB
#3 @ 12" OC
#3 CONT
3/16 1 1/2-12
3/4"Ø BOLTS @ 2'-0" OC
w/ LONG SLOTS
FIELD WELD AFTER
ADJUSTMENT
PLATE AND ANGLES MAY
BE SHIPPED LOOSE AND
FIELD WELDED
EOS
1' - 11 3/4" SEE PLAN
CURTAIN WALL
SEE ARCH
PL 3/8"x
6"
x CONT
w/ 5/8"Ø x 6" HS
SEE PLAN FOR SPACING
L 2 1/2x2 1/2x3/8 @ 5'-0" OC
FIELD WELD AFTER
ADJUSTMENT
AT MULLION LOCATIONS
L3 1/2x 3 1/2x3/8
KICKER @ 5'-0" OC
M
T/SLAB
+(SEE PLAN)
BEAM
SLAB
#3 @ 12" OC
#3 CONT
3/16 1 1/2-12
3/4"Ø BOLTS @ 2'-0" OC
w/ LONG SLOTS
FIELD WELD AFTER
ADJUSTMENT
PLATE AND ANGLES MAY
BE SHIPPED LOOSE AND
FIELD WELDED
1' - 6"
EOS
SEE PLAN
CURTAIN WALL
SEE ARCH
PL 3/8"x
6"
x CONT
w/ 5/8"Ø x 6" HS
SEE PLAN FOR SPACING
L 2 1/2x2 1/2x3/8 @ 5'-0" OC
FIELD WELD AFTER
ADJUSTMENT
AT MULLION LOCATIONS
L3 1/2x 3 1/2x3/8
KICKER @ 5'-0" OC
T/SLAB
+(SEE PLAN)
SLAB
STAIR CONNECTION TO
BEAM BY STAIR SUPPLIER
BEAM
3/8" BENT PL
STAIR STRINGER
SEE ARCH
EOS
SEE PLAN
SEE 7/ S-407
SEE ARCH
CURTAINWALL MULLION SPACING
CURTAINWALL
MULLIONS
CURTAINWALL
MULLIONS
1' - 0" EQUAL EQUAL 1' - 0"
6" 6" 6" 6"
3/8" BENT PL (CONT)
5/8"Ø x 6"
HEADED STUD
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SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 8:16:24 AM
S-410
SECTIONS AND
DETAILS
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 3/4" = 1'-0" S-410
SECTION 1
SCALE: 3/4" = 1'-0" S-410
SECTION 2
SCALE: 3/4" = 1'-0" S-410
SECTION 4
SCALE: 3/4" = 1'-0" S-410
SECTION 5
SCALE: 3/4" = 1'-0" S-410
SECTION 6
SCALE: 3/4" = 1'-0" S-410
SECTION 7
SCALE: 3/4" = 1'-0" S-410
SECTION 8
SCALE: 3/4" = 1'-0" S-410
SECTION 9
SCALE: 3/4" = 1'-0" S-410
SECTION 10
SCALE: 3/4" = 1'-0" S-410
SECTION 11
SCALE: 3/4" = 1'-0" S-410
TYP STAIR STRINGER CONN 3
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
SCALE: NTS
PLAN VIEW @ CURTAINWALL SPANDREL STUDS
5
5
5
5
5
5
5
5
(2) 3/4"Øx5 1/2" KWIK II
HILTI EXPANSION BOLTS
3/16 3
SEE SCHEDULE
T/SLAB +100' - 0"
CONC SLAB
WWF
1/2" EXP JT MAT'L
T/W
+(SEE ARCH)
CURTAIN WALL
SEE ARCH
SEE ARCH FOR PERIMETER
INSULATION
T/F
+(SEE PLAN)
VARIES
EMBED PLATE @ 5'-0" OC
BY PRECAST SUPPLIER
CONNECTION BY
CURTAIN WALL
SUPPLIER
SEE ARCH FOR PERIMETER
INSULATION
CONC WALL (CW)
CONC SLAB
WWF
1/2" EXP JT MAT'L
GRADE OR PAVEMENT
SEE CIVIL DWGS
CURTAIN WALL
SEE ARCH
T/SLAB +100' - 0"
T/W +100' - 10"
SEE SCHEDULE
T/F
+(SEE PLAN)
SEE ARCH FOR PERIMETER
INSULATION
CONC WALL (CW)
CONC SLAB
WWF
GRADE OR PAVEMENT
SEE CIVIL DWGS
STOREFRONT
SEE ARCH
T/F +97' - 6"
SEE SCHEDULE
EQ EQ
T/SLAB +100' - 0"
8"
#5 x @ 12" OC
30"
24"
5
CONC SLAB
PRECAST PANEL
SEE ARCH
GRADE OR PAVEMENT
SEE CIVIL DWGS
COLUMN FTG (F)
WWF
1/2" EXP JT MAT'L
1" SHIM AND GROUT
CONNECTION BY PRECASTER
(2) 3/4"Øx5 1/2" KWIK II
HILTI EXPANSION BOLTS
3/16 3
TYP
PRECAST PANEL
SEE ARCH
(2) 3/4"Øx5 1/2" KWIK II
HILTI EXPANSION BOLTS
CONNECTION BY PRECASTER
PLAN
SEE
PLAN
SEE
T/SLAB +100' - 0"
T/F
+(SEE PLAN)
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860325
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SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 7:44:19 AM
S-409
SECTIONS AND
DETAILS
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 3/4" = 1'-0" S-409
SECTION 2
SCALE: 3/4" = 1'-0" S-409
SECTION 3
SCALE: 3/4" = 1'-0" S-409
SECTION 1
SCALE: 3/4" = 1'-0" S-409
SECTION 4
SCALE: 3/4" = 1'-0" S-409
SECTION 6
SCALE: 3/4" = 1'-0" S-409
SECTION 7
SCALE: 3/4" = 1'-0" S-409
SECTION 8
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
5
26.0k
44.2k
8"
5"
8"
6"
9"
7"
10"
8"
12"
9"
12"
10"
26.0k
44.2k
26.0k
44.2k
26.0k
44.2k
26.0k
44.2k
26.0k
44.2k
26.0k
44.2k
5/16
3/4" RET @
TOP
5/16
TOP & SIDES
5/16
TYPICAL AT TOP OF COLUMN
WT5x9.5
COLUMN
BEAM
A992-Gr50 CAP PL, EF,
T&B. t= 1/4" + BEAM
FLANGE THICKNESS
M
STIFF PL, BS
WT5x9.5
COLUMN
BEAM
TYPICAL AT MIDDLE COLUMN
M
STIFF PL, BS
T & B
COLUMN
BEAM BEAM
A992-Gr50 STIFFENER
PL, EF, T&B. t= 1/4" +
BEAM FLANGE
THICKNESS
TYP
3/4"
M
BOTH
FLANGES
(TYP)
PROVIDE SPECIAL INSPECTION
PROCEEDURES (LEVEL "B" QUALITY
ASSURNACE) AS DESCRIBED IN
"TMS 402/ACI 530/ASCE 5" (LATEST
EDITION) SUBMIT REPORTS TO
McCOMAS ENGINEERING
48 BAR DIAMETER LAP
SPLICE (TYP)
VERT CMU REINF -
SEE PLAN &
SCHEDULE
GROUT ALL MASONRY
CELLS w/ VERT REINF
LAY UP NEXT 5'-0" OF WALL
AFTER LOWER SECTION IS
GROUTED
STOP GROUT MIN 1 1/2" BELOW
TOP OF UNIT IF POUR IS
STOPPED FOR MORE THAN ONE
HOUR
RECONSOLIDATE THE GROUT
AFTER ALLOWING THE EXCESS
WATER TO BE ABSORBED BY THE
MASONRY UNITS
GROUT TO CONFORM TO ASTM
C476 SUBMIT MIX DESIGN FOR
REVIEW. MAX AGGREGATE SIZE =
3/8", 8" TO 11" SLUMP - DO NOT USE
SAME MIX AS USED FOR BOND
BEAMS AND/OR LINTELS
MAXIMUM LIFT = 5'-0"
PROVIDE CLEAN OUT HOLE. MINIMUM
SIZE 3"x3". MORTAR & DEBRIS TO BE
REMOVED FROM INSIDE CELL WALLS.
SEAL PRIOR TO GROUTING BUT AFTER
INSPECTION
. .
NOTE:
DO NOT GROUT UNTIL
MORTAR HAS SET
SUFFICIENTLY TO
WITHSTAND THE PRESSURE
OF THE GROUT - WAIT NOT
LESS THAN 24 HOURS
SEE PLAN SEE PLAN FOR EOS
1" CLR
TYP BOTH
FLANGES
M
CL BEAM
(3) #5 x 6'-0"
CENTERED
ON EACH SIDE OF
COLUMN
BEAM
STIFF PL, BS, T&B
ACCESS HOLE
(TYPICAL)
1" CLR
SEE PLAN SEE PLAN FOR EOS
M
TYP
BOTH
FLANGES
(3) #5 x 6'-0"
CENTERED ON
EACH
SIDE OF COLUMN
ACCESS HOLE
(TYPICAL)
FLANGE OMITTED
FOR CLARITY
CL BEAM
BEAM
STIFF PL,
BOTH SIDES,
T & B
BENT PLATE 1/4"
(BOTH SIDES)
NOTE:
ALL MATERIAL
GALAVANIZED
DECK
COLUMN
DETAIL
SECTION
SEAL WELDS
3/16 2-6
3/16 2-6
L3x3x1/4 DECK
SUPPORT ANGLE
(WHERE REQ'D)
PROVIDE
1/4" SLOPE
GIRDER
COLUMN
BEAM BEAM
(2) 1"Ø BOLTS TO
BEAM FLANGE (TYP)
BASE PL 3/4"x4"xAS REQ'D
SCREEN COLUMN
A-A
BEAM
3/4" COLUMN CAP PLATE
COLUMN (BELOW)
GIRDER
BEAM
GIRDER
BASE PL 3/4"x14"xAS REQ'D
SCREEN COLUMN
SECTION 'A-A'
TIE-OFF AT GIRDER
TIE-OFF
BEAM
JOIST
DECK
5/8" @ 6" DECK WELDS
FULL LENGTH OF BMS
3/16
TYP
L2 1/2x2 1/2x3/16
ONE SIDE TO
ADJACENT JOIST
JOIST
GIRDER
JOIST
DECK 3/16
TYP
TIE-OFF
TIE-OFF AT ROOF BEAM
NOTE:
SIM ATTACHMENT
AT COLUMN CAP
6" SPLIT PVC
WATERSTOP
FOAM BACKER ROD
AND SEALANT
ALL HORIZONTAL
REINF IS CONT THRU
JOINT
1/2"
5/8"
1 1/2" CLR
LAP - SEE SCHEDULE
FOAM BACKER ROD AND
SEALANT
5/8"
1 1/2" CLR
INSIDE FACE OF
CONC WALL
1/2 OF HORIZONTAL
REINF IS CONT THRU
JOINT
6" PVC WATERSTOP WIRE SUPPORT FOR PVC
WATERSTOP
DISCONTINUOUS
REINF
3"
3/4" BASE PLATE w/
(4) 3/4"Ø BOLTS
3/8" STIFF PLATE
(4 TOTAL) 2 ES
d/2
BEAM
1 1/2"
TYP
STUB COL , UNO
STUB COLUMN
T/STL
+(SEE PLAN)
1/4" STIFF PLATE
(4 TOTAL) 2 ES
BEAM
1 1/2"
TYP
(2) L6x8x1/2
(LLV) w/ (4) 3/4"
BOLTS
(2) L5x5x3/8
HANGER
NOTE:
SEE STRUCTURAL DRAWINGS FOR
STRUCTURAL MEMBER SIZES
3/16
TYP
TYP
1/4
3/16
TYP
BLOCKOUT AS REQ'D BY
ELEVATOR CONTRACTOR
SILL ANGLE & ANCHOR BY
ELEVATOR CONTRACTOR
CONC SILL
8" BOND BM w/
(2) #5 CONT
#5 WALL REINF
8" CMU BEAM
T/SLAB
+(SEE PLAN)
#4 x @ 12" OC
FIELD BEND INTO CONC SILL
1'-10"
T/SLAB
EACH FLOOR
1' - 10" 1' - 8"
13/16"Ø HOLES
COLUMN
CONC SLAB
CONTRACTOR
TO VERIFY
ACTUAL SAFTEY
REQUIREMENTS
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860325
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SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/4/2017 11:59:53 AM
S-408
TYPICAL SECTIONS
AND DETAILS
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: NTS S-408
JOIST SEAT BRG CAPACITY 1
SCALE: NTS S-408
TYP W FLANGE COL MOMENT CONN 2
SCALE: NTS S-408
TYP W FLANGE COL MOMENT CONN 3
SCALE: 1" = 1'-0" S-408
MOMENT CONN 4
SCALE: NTS S-408
5
LOW LIFT GROUTING
REQUIREMENTS
SCALE: NTS S-408
FLOOR BEAM CANTILEVER CONN 6
SCALE: NTS S-408
FLOOR BEAM CANTILEVER CONN 7
SCALE: 3/4" = 1'-0" S-408
FLASHING PLATE DETAIL 8
SCALE: NTS S-408
SCREEN COL ON BLDG COL 10
SCALE: 3/4" = 1'-0" S-408
ROOF TIE-OFF CONNECTIONS 11
SCALE: 3/4" = 1'-0" S-408
TYP CONC WALL CONSTR JT 13
SCALE: 3/4" = 1'-0" S-408
TYP CONC WALL CONTROL JT 14
SCALE: 3/4" = 1'-0" S-408
TYP STUB COL/HANGER DETAIL 15
SCALE: 1 1/2" = 1'-0" S-408
ELEVATOR SILL ANGLE 16
SCALE: 3/4" = 1'-0" S-408
TYP CABLES HOLES @ COLUMNS 12
ENTIRE SHEET
4
4
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
4 State Design Release 12.04.17
PLACE SHEAR CONNECTOR
IN CENTER OF BEAM WWF IS 1" FROM TOP OF
SLAB
DECK PARALLEL TO BEAM
DECK PERPENDICULAR TO BEAM
TYPICAL GIRDER
NOTE:
DO NOT PLACE CONTROL JOINTS
IN SLABS ON METAL DECK
NOTE:
DO NOT PLACE CONTROL JOINTS
IN SLABS ON METAL DECK
NOTE:
DO NOT PLACE CONTROL JOINTS
IN SLABS ON METAL DECK
CONTINUOUS BEAM SIMPLE BEAM (MID COLUMN)
COLUMN CENTERLINE
BEAM
3/4" THICK
CAP PLATE
(TYP)
1/4" BRG
STIFFENER (ONE
EACH SIDE OF WEB)
TYP
d/2
3".
3/4"Ø BOLT (4
TOTAL)
HSS COLUMN
3/16
MIN
1/4
TYP
3/8" SHEAR TAB
HSS
COLUMN
BEAM BEAM
3/4"Ø BOLTS(TYP)
1/2" MAX
2 1/2" 4" MIN
SIMPLE BEAM @ TOP OF COLUMN SIMPLE BEAM @ TOP OF COLUMN
5/8" CAP PLATE
BEAM
3/4"Ø BOLTS
(TYP)
1/4
TYP
3/8" SHEAR TAB WIDE FLANGE
COLUMN
BEAM
2 1/2" 1/2" MAX
4" MIN
5/8" CAP PLATE
BEAM
3/4"Ø BOLTS
(TYP)
1/4
TYP
3/8" SHEAR TAB HSS COLUMN
BEAM
2 1/2" 1/2" MAX
4" MIN
SEE PLAN SEE PLAN
SEE PLAN SEE PLAN
ANGLE OR BENT PL,
CONT w/ STUDS @ 36"
OC (MIN THICKNESS
3/8")
ANGLE OR BENT PL,
CONT (MIN
THICKNESS 1/4")
ANGLE OR BENT PL,
CONT (MIN
THICKNESS 1/4")
ANGLE OR BENT PL,
CONT (MIN
THICKNESS 1/4")
BEAM
DECK
CONC SLAB
DECK
JOIST
BEAM
JOIST
DECK
DECK
BEAM
PERIMETER ANGLE FOR
CONCRETE SLAB (BEAM
PERIMETER ANGLE FOR
ROOF DECK (BEAM)
PERIMETER ANGLE FOR ROOF
DECK (JOIST)
PERIMETER ANGLE FOR
ROOD DECK (JOIST)
3/16 2-12
MAY BE
SHOP
WELDED 3/16 2-12
MAY BE
SHOP
WELDED
3/16 2
3/16 2-12
FRAMING MEMBERS
BEAMS OR JOISTS
PROVIDE L3x3x1/4 FOR
EDGE OF DECKING
SUPPORT FIELD WELD OR
SHOP WELD TO OPENING
FRAME (4 REQ'D)
OPENING
ANGLE SIZE FOR OPNG FRAME:
HORIZ LEG = 3"
VERT LEG = DEPTH OF SLAB
THICKNESS = 3/8" MIN
NOTES:
1. MECH CONTRACTOR SHALL PROVIDE FABRICATOR WITH
OPENING SIZE AND LOCATIONS.
2. REFER TO ARCH DWGS FOR LOCATION OF OPENINGS.
3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER THAN 12"
SQUARE.
4. PROVIDE THIS DETAIL FOR OPENINGS UP TO 3'-0" x 3'-0"
SQUARE (MAX).
1/4
TYP
1' - 0"
TYPICAL WIDE FLANGE COLUMN SPLICE
5/8" PLATE x 10" WIDE
AT W10 & W12
1"Ø A325-N BOLTS
(10) REQ'D EA FLANGE
PROVIDE FILLS AS
REQUIRED
FINISH FINISH
3/8 12
ROOF CURB
DECK
CHANNEL
PROVIDE STIFFENER L2x2x1/4
EA SIDE OF JOIST TO BOTTOM
CHORD PANEL POINT
CENTERLINE
OF JOIST OR
BEAM
EXTEND CHANNELS TO NEXT
JOIST IF REQ'D, DO NOT
CANTILEVER MORE THAN 1'-
0"
MECHANICAL UNIT
MECHANICAL CURB MUST
BE CAPABLE OF SPANNING
TO SIDE CHANNELS
6'-0"
CENTERLINE
OF JOIST OR
BEAM
JOIST ONLY
L3x3x1/4 FRAME
AT OPNG
JOIST PANEL POINT
VARY w/ TYPE OF
JST, SEE PLAN FOR
SIZE (JOIST ONLY)
SECTION A
CHANNEL FRAME PLAN
1' - 11"
MAX
OPNG SIZE
OPNG SIZE
L3x3x1/4 (TYP)
CL TO CL OF FRAMING
COPE AS REQ'D @
CORNERS TO FIT
OVER JOISTS TOP
CHORD OR BEAM
FLANGE
OPNG
CL
CL
DECK
SPAN
C6x10.5
C6x10.5
FRAMING
ANGLE FRAME DETAIL
NOTES:
1. MECH CONTRACTOR SHALL PROVIDE FABRICATOR
WITH SIZES AND LOCATIONS
2. REFER TO ARCH DRAWINGS FOR LOCATIONS OF
OPENINGS.
3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER
THAN 12" SQUARE, INCLUDING ROOF DRAINS.
4. PROVIDE CHANNEL FRAME FOR UNITS GREATER
THAN 250lbs FOR OPEINGS.
A
A
WHERE C6
CROSSES
JST OR BM
1/4
TYP
1/4
TYP
1/4 2
0 0
ROOF DRAIN (SEE PLUMBING
DRAWINGS FOR OPENING
SIZE AND LOCATION)
BEAM OR
JOIST
L3x3x1/4 SUPPORT
FRAME BEAM OR
JOIST
14 GA 24"x24" PANS (SEE MECH)
OVERFLOW DRAIN (SEE
PLUMBING DRAWINGS FOR
OPENING SIZE AND LOCATION)
DECK
SINGLE SHEAR PLATE
CONNECTION SCHEDULE
END REACTION
NO. OF
BOLT LINES
0 thru 21.2 kips
21.3 thru 31.8 kips
31.9 thru 42.4 kips
42.5 thru 53.0 kips
53.1 thru 63.6 kips
63.7 thru 74.2 kips
74.3 thru 84.8 kips
84.9 thru 95.4 kips
2
3
4
5
6
7
8
9
3" 1 1/2"
1 1/2" 3" 3" 3"
1 1/2"
NO. OF BOLT LINES
(SEE SCHEDULE)
1/4
3/8" PLATE
* BOLTS SHALL BE 3/4"Ø A325 (UNO)
* SEE PLAN FOR END REACTIONS
* ALL PLATES ARE 3/8" THICK (UNO)
ALL-BOLTED DOUBLE ANGLE
CONNECTION SCHEDULE
END REACTION
NO. OF
BOLT LINES
0 thru 40.8 kips
40.9 thru 63.6 kips
63.7 thru 83.9 kips
84.0 thru 104.0 kips
104.1 thru 124.0 kips
124.1 thru 145.0 kips
145.1 thru 165.0 kips
165.1 thru 185.0 kips
2
3
4
5
6
7
8
9
1 3/4" 2 1/4"
1 1/2" 3" 3" 1 1/2"
NO. OF BOLT LINES
(SEE SCHEDULE)
* BOLTS SHALL BE 3/4"Ø A325 (UNO)
* SEE PLAN FOR END REACTIONS
* ALL ANGLES USED SHALL BE L4x3x5/16 (UNO)
1 1/4"
VARIES
1 1/4"
NOTES:
1. LOCATE HANGERS WITHIN 6" OF THE JOIST TOP CHORD PANEL POINTS.
2. PIPES LARGER THAN 6" SHALL BE SUBMITTED TO ENGINEER OF RECORD FOR APPROVAL. INCLUDE LOCATION OF PIPE AND
PREFERRED HANGING DETAIL.
3. DESIGN OF LATERAL BRACING FOR SUSPENDED PIPES IN SEISMIC AREAS SHALL BE SUBMITTED TO ENGINEER OF RECORD FOR
APPROVAL.
4. SPRINKLER PIPES SUSPENDED IN CONFORMANCE WITH THIS DETAIL WILL LIMIT THE SPRINKLER SYSTEM WEIGHT TO 3.0 PSF
EQUIVALENT DISTRIBUTED LOAD.
EQUAL EQUAL
BEAM CLAMP
ALL THREAD
ROD
JOIST TOP CHORD
JOIST
4"Ø PIPE @ 10'-0"
OC (MAX)
5"Ø OR 6"Ø PIPE HANGER RING
PARALLEL TO JOISTS
REQUIRE TRAPEZE
PROVIDE HANGER AT EACH
JOIST FOR 5"Ø OR 6"Ø PIPES
AND AT EVERY OTHER JOIST
FOR 4"Ø AND SMALLER PIPES
PERPENDICULAR TO JOISTS
PIPES 4"Ø AND SMALLER MAY BE
SUPPORTED FROM A SINGLE JOIST -
PROVIDE HANGERS AT 10'-0" OC
(MAX)
DECK
JOIST
BEAM
1/8 2
JOIST
ROOF TOP LOAD
DECK
JOIST
HANGING LOAD
2x BLOCKING
OVER JOIST
(2) L2x2x3/16 FIELD WELD
TO JOIST CHORDS FROM
LOAD TO PANEL POINT
CONCENTRATED LOAD OVER 100 LBS
DECK
JOIST
BEAM
DECK COVER PLATE
HSS2 1/2x2 1/2x3/16 FOR "K" SERIES JOIST
HSS5x2x3/16 FOR "LH" SERIES JOIST
DECK
T/STL
+(SEE PLAN)
1/8 2
DECK
BEAM
3/4" CAP PLATE
JOIST
STABILIZER
COLUMN PLATE
DECK
BEAM
SLIT PLATE AT BEAM WEB
MIN PLATE 1/2"x4", OR AS
SHOWN ON OTHER SECTIONS
T/STL
+(SEE PLAN)
3/4"
EXTENSION IF IDENTIFIED
IN SPECIFIC DETAILS (NOTE
2)
A
2 1/2"
2 1/2" FOR "K" SERIES JST SEAT
5" FOR "LH" SERIES JOIST SEAT
BEAM
T/STL
+(SEE PLAN)
SECTION A
NOTES:
1. COPE BEAM TO GIRDER FLANGE.
2. TOP FLANGE AND PLATE MAY BE EXTENDED AS
CANTILEVERE, SEE SPECS.
3. PLATE MAY BE BOLTED TO GIRDER, SEE SPECS.
OR AS SHOWN ON
OTHER SECTIONS
EXTENSION OR AS SHOWN ON
OTHER SECTIONS
ALT: 1/2" A325 BOLTS TO
SUPPORTING BEAM OR
GIRDER (SEE NOTE 3)
3/16 NS, FS
OR AS
SHOWN ON
OTHER
SECTIONS
3/16 2
TYP
6" TYP
2" TYP
6" TYP
2' - 0"
BEAM CENTERLINE
BEAM CENTERLINE
TYP
4' - 0"
MAX
(2) ADDITIONAL #5 BARS AT
PERIMETER OF OPNG
PROVIDE 2 1/2" COVER OVER
BARS
4' - 0"
MAX
ADDITIONAL REINFORCEMENT IN COMPOSITE
CONCRETE SLAB FOR OPENINGS GREATER
THAN 1'-0" AND LESS THAN 4'-0"
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SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/4/2017 11:59:50 AM
S-407
TYPICAL SECTIONS
AND DETAILS
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: NTS S-407
FLOOR DECK FASTENER PATTERN 1
SCALE: NTS S-407
ROOF DECK FASTENER PATTERN 2
SCALE: NTS S-407
COMPOSITE BEAM DETAILS 4
SCALE: 3/4" = 1'-0" S-407
TYP STL BEAM CONNECTIONS 6
SCALE: NTS S-407
TYP PERIMETER ANGLE CONN 7
SCALE: NTS S-407
FLR SLAB FRAMED OPNG DETAIL 8
SCALE: NTS S-407
TYPICAL COLUMN SPLICE DETAIL 9
SCALE: NTS S-407
TYPICAL ROOF OPENING FRAME 10
SCALE: NTS S-407
SECTION @ ROOF DRAIN 5
SCALE: NTS S-407
TYP STEEL BEAM CONNECTIONS 11
SCALE: NTS S-407
TYP PIPE HANGER DETAIL 12
SCALE: NTS S-407
JSTS TO BEAM CONN DETAIL 13
SCALE: NTS S-407
TYP JOIST REINFORCING 14
SCALE: NTS S-407
TYP JST CHANGE IN DECK SPAN 15
SCALE: NTS S-407
JOIST TO COLUMN DETAIL 16
SCALE: NTS S-407
TYP SEAT BRG FOR BEAMS 17
SCALE: 1/4" = 1'-0" S-407
TYP FLOOR OPNG REINFORCING 3
ENTIRE SHEET
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
4 State Design Release 12.04.17
CONC PIER
PIER VERT REINF
SEE SCHEDULE
CONC FTG
T/P
+(SEE PLAN)
3" #3 TIES 2' @ - 8 12" 3/4" OC 2" 2"
1' - 10"
1' - 10"
SEE PLAN
SEE PLAN
PIER VERT REINF
SEE SCHEDULE
TIE
A SECTION A
T/F
-(SEE PLAN)
PLACE TIE IN FTG
FOR DOWEL
ALIGNMENT
2" CLR
1' - 10"
1' - 10"
SEE PLAN
SEE PLAN
PIER INTEGRATED w/ WALL
2" CLR
WALL HORIZ
CONT THROUGH
PIER REINF
2"
COLUMN
CONC FTG (F)
T/F
-(SEE PLAN)
PLACE TIE IN FTG
ALIGNMENT
CONC SLAB w/ BLOCKOUT
AT COLUMN
T/SLAB
-(SEE PLAN)
BITUMINOUS COATING
BELOW TOP OF SLAB
T/F
+(SEE PLAN)
T/F
+(SEE PLAN)
1' - 0"
MATCH FOOTING REINF
IN SIZE AND NUMBER
REQ'D
2'-0"
2'-0"
FTG REINF
FTG REINF
2
1
2'-1' 0" - MAX 0"
BAR SIZE & NUMBER x 5'-0" TO
MATCH FTG REINF
SEE WALL FTG SCHED FOR
REINF
PVC SLEEVE AS REQ'D
2'-0" MIN
6" MIN
T/STL
-(SEE PLAN)
SCHED
SEE
LAP LENGTH
2
1
4"
1' - 0" VERIFY w/ ELEVATOR SUPPLIER
9" 8" 1' - 0"
SILL ANGLE - L6x6x1/2"
(4) #5 HORIZ
#6 @ 12" OC, EW, T&B
HYDRAULIC
SHAFT OPNG
3" CLR
RX WATERSTOP
GRANULAR FILL
CONC SLAB
L5x3x1/4" (LLV) w/
1/2"Øx4" HS @ 2'-0" OC
T/SLAB
+(SEE PLAN)
T/ELEV SLAB
+(SEE PLAN)
1'-0"
#5 x @ 12" OC, CENTER IN WALL
2'-0"
2'-0"
#5 x @ 12" OC
1" CLR
8"
5/16 4-12
CONC WALL (CW)
ELEVATOR WALL
ELEVATOR SLAB
REINF TO MATCH PIT SLAB
1' - 6"
1' - 6"
1' SLAB - 0"
DEPTH
COORD
COORD
ELEVATOR SLAB
1
1
SUMP PIT, COORD SIZE,
DEPTH AND LOCATION w/
ELEVATOR SUPPLIER
T/SLAB
+(SEE PLAN)
SECTION A-A
SUMP PIT, COORD SIZE,
DEPTH AND LOCATION w/
ELEVATOR SUPPLIER
ELEVATOR WALL
ELEVATOR SLAB
ISOMETRIC OF SUMP PIT
A
A
NOTE:
ALL BENT BARS SAME
SIZE AND SPACING AS
HORIZONTAL STEEL
CORNER DETAIL
NOTE:
ALL BENT BARS SAME
SIZE AND SPACING AS
HORIZONTAL STEEL
INTERSECTION DETAIL
NOTE:
ALL BENT BARS SAME
SIZE AND SPACING AS
HORIZONTAL STEEL
CORNER DETAIL
NOTE:
ALL BENT BARS SAME
SIZE AND SPACING AS
HORIZONTAL STEEL
INTERSECTION DETAIL
LAP - SEE SCHED
TOP BAR TENSION
LAP - SEE SCHED
TOP BAR TENSION
LAP - SEE SCHED
TOP BAR TENSION
LAP - SEE SCHED
TOP BAR TENSION
LAP - SEE SCHED
TOP BAR TENSION
LAP - SEE SCHED
TOP BAR TENSION
LAP - SEE SCHED
TOP BAR TENSION
LAP - SEE SCHED
TOP BAR TENSION
LAP - SEE SCHED
TOP BAR TENSION
ELEVATOR DIVIDER
BEAM
ELEVATOR PIT
W12x22 ELEVATOR
DIVIDER BEAM
ELEVATOR DIVIDER
BEAM
HSS RAIL SUPPORT
T/SLAB
+(SEE PLAN)
T/STL
+(SEE PLAN)
T/STL
+(SEE PLAN)
A
ELEVATOR PIT PLAN
SECTION A
SCALTE: NTS
SEE WALL SCHED FOR REINF
EMBED PLATE 5/8"x12"x12"
w/ (4) 3/4"Ø x 6"HEADED
STUDS
OPEN BLOCK CMU WALL
(RUNNING BOND PATTERN)
CMU WALL
VERT REINFORCING
HORIZ REINFORCING
A TYPICAL CORNER B TYPICAL INTERSECTION
ALTERNATE LEG
DIRECTION OF
INTERSECTION BARS
CMU WALL
HORIZ REINFORCING
VERT REINFORCING
OPEN BLOCK CMU WALL
(RUNNING BOND PATTERN)
#4 x @ 8" OC
24"
24"
#4 x @ 8" OC
24"
24"
24" MIN LAP
8" MIN
BOND BEAM AT TOP WALL
STEEL LINTEL
BEARING PLATE (TYP)
MASONRY OPENING
8" DEEP BOND BEAM
(OMIT AT DOOR OPENING)
8" DEEP BOND BEAM
(OMIT AT DOOR OPENING)
MASONRY OPENING
PRECAST LINTEL
VERTICAL REINF
TO MATCH
WALL REINF
BOND BEAM AT TOP WALL
REINFORCING GROUT (2)
CORES ES MASONRY OPNG
@ GABLE END WALL
8" TYP
(A) TYPICAL CORNER (B) TYPICAL INTERSECTION (C) TYPICAL JAMB
NOTES:
1. REINFORCING SHOWN IS IN ADDITION
TO REINFORCING SHOWN ON PLANS
AND SPECIAL DETAILS.
2. REINFORCING TO MATCH WALL REINFORCING
INDICATED ON PLANS.
CMU WALL
GROUT CORE
FULL HEIGHT
VERT WALL REINF
INT NON-BEARING
CMU
WIRE MESH
WALL TIE
INT OR EXT
LOAD-BERING
CMU
CMU WALL
VERT WALL
8" REINF
RUBBER CONTROL JOINT -
SEE SPECIFICATIONS - SEE
ARCH DWGS FOR JOINT
LOCATIONS
SEE PLAN FOR VERTICAL REINFORCING
SIZE AND SPACING - LAP BARS 48 DIA AT
SPLICES, EXTEND BARS 40 DIA INTO
FOUNDATION WALL UNO
BLOCK CORES w/
REINF STEEL TO BE
FILLED WITH GROUT
THE FULL HEIGHT OF
WALL
HORIZONTAL REINFORCING
EVERY 16" VERTICALLY
(DISCONTINUOUS AT VERT
CONTROL JOINTS)
(2) #5 UNO
CORE FILLED
SOLID WITH FINE
GROUT
VERTICAL REINF
(CONT THRU BOND
BEAM)
CONCRETE MASONRY
BOND BEAM UNITS
2"
CL BEARING PLATE
BEAM
1/2" CLR
BEARING PLATE -
SEE SCHEDULE
VERT REINF FULL
HEIGHT IN GROUTED
CORE (TYP)
CMU WALL
BEAM
ELEVATION SECTION
CMU WALL
BEAM
BRG PLATE - SEE SCHED
HOLD PLATE BACK 1/2"
FROM FACE OF CMU
(2) #5 x 32" LG IN 8"
DEEP BOND BEAM
CL BRG AND
CL OF WALL
BEAM
BRG PLATE
SECTION PLAN
A. BEAM PARALLEL TO MASONRY WALL
B. BEAM PERPENDICULAR TO MASONRY WALL
CMU WALL
4"
(2) #5 x 32" IN 8"
DEEP BOND
BEAM
(2) #5 x 32" IN 8" DEEP
BOND BEAM
NOTE:
FILL ALL CORES WITH GROUT FULL
HEIGHT BELOW BEAM BEARING
HORIZ JT REINF
3/16 2
3/16 2
UNO
1/4
VERT REINF FULL
HEIGHT IN GROUTED
CORE (TYP)
8"
8"
1' - 0"
1' - 4"
2' - 4"
1/2"Ø 3/4"Ø or 7/8"Ø 1"Ø 1 1/8"Ø or 1 1/4"Ø 1 1/2"Ø or 2"Ø
ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD
T/SLAB, PIER
WALL OR FTG
8" FOR CONCRETE
6" FOR MASONRY
PL 3/4"x4"x4"
w/ NUT
PL 3/4"x4"x4"
w/ NUT
NOTES:
1. SEE SCHEDULE OR SECTIONS FOR REQUIRED ANCHOR ROD SIZE AND SPACING.
2. PROVIDE NUTS AND WASHERS FOR ALL ANCHOR RODS.
3" 3"
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SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 7:44:14 AM
S-406
TYPICAL SECTIONS
AND DETAILS
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: NTS S-406
COLUMN BASE DETAIL 1
SCALE: NTS S-406
TYPICAL PIER ELEVATION 2
SCALE: NTS S-406
TYPICAL COLUMN BASE SECTION 3
SCALE: NTS S-406
TYP TOP OF FOOTING STEP 4
SCALE: NTS S-406
TYP SLEEVE DETAIL AT WALL FTG 5
SCALE: NTS S-406
ELEVATOR PIT DETAIL 6
SCALE: NTS S-406
TYP ELEVATOR SUMP 7
SCALE: NTS S-406
TYP REINFORCED WALL DETAILS 9
SCALE: NTS S-406
ELEVATOR DIVIDER BEAM SECTION 10
SCALE: NTS S-406
TYP BOND BEAM CORNER BAR 11
SCALE: 3/4" = 1'-0" S-406
TYP MASONRY WALL OPENING 13
SCALE: 3/4" = 1'-0" S-406
TYP MASONRY WALL REINFORCING 12
SCALE: NTS S-406
TYP MASONRY WALL REINFORCING 14
SCALE: NTS S-406
TYPICAL BOND BEAM 15
SCALE: NTS S-406
TYP BEAM BEARING ON MASONRY 16
SCALE: 3/4" = 1'-0" S-406
TYPICAL ANCHOR ROD DETAILS 8
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
5
2
S401
COL GRID, COLUMNS
CENTERED ON GRID
INTERSECTION, UNO
4"
EOD
EDGE OF DECK,
PERIMETER ANGLE
W14x22
+23'-0"
+23'-0"
OPENING THRU
DECK AND
FRAMING
W14x22 (SL)
+24'-0"
W14x22 +24'-0"
TOP OF STEEL ELEV
AT GRID INTERSECTION
UNFACTORED
REACTION IN KIPS
TOP OF STEEL ELEV
INDICATES BEAM SIZE
32LH12 JOIST SIZE
INDICATES KNEE BRACE
KB
18k 18k
INDICATES BRACING
W14x22 +24'-0"
MOMENT CONNECTION
"X" BRIDGING
HORIZ BRIDING
36G8N11.5K +24'-0"
JOIST GIRDER SIZE
(UNFACTORED)
T/JOIST GIRDER ELEV
18K5
INDICATES JOIST SIZE
INDICATES BEAM SIZE
NUMBER OF
SHEAR STUDS
BEAM CAMBER
INDICATES BRACING ELEVATION
5/8"
W12x14 (9) C=3/4"
INDICATES DECK
SPAN AND DECK
MARK
S501
2
T/CONC
-0'-2"
T/CONC
-0'-2"
T/CONC
-0'-0"
T/CONC
-0'-10"
T/CONC
-0'-0"
SLOPE
EXTERIOR SLAB
SEE CIVIL
THICKENED SLAB
CONSTRUCTION OR
CONTROL JT
EXTERIOR SLAB
SEE CIVIL
G
F
K
J
A
J
C
ARCH
SEE
ARCH
SEE
CMU/CONC WALL
CMU WALL
CONC RAMP
SLAB DEPRESSION
OPENING IN
SLAB SEE
DETAIL H
LOWER SLAB
COLUMN ISOLATION
SEE DETAIL D
COLUMN ISOLATION
SEE DETAIL E
SLAB ON GRADE
B
TYPICAL SLAB ON GRADE KEY PLAN
SCALE: NTS
NOTE: KEY PLAN ILLUSTRATES CONSTRUCTION CONCEPTS ONLY. SEE PLAN FOR ACTUAL DIMENSIONS AND ARRANGEMENTS.
SOG01
SLAB MARK
SEE SCHEDULE
INCREASE AS REQ'D FOR LARGER COL
2' - 0" MIN
INCREASE AS REQ'D FOR LARGER COL
2' - 0" MIN
POUR SLAB, LEAVING OUT
AREA AROUND COLUMN.
INFILL WITH CONCRETE
AFTER SLAB HAS CURED
1/2" EXP JT MAT'L
COLUMN
SLAB CONTROL JT,
TYP AT ALL
COLUMN LINES
VAPOR RETARDER
CONC SLAB
COMPACTED SUB GRADE
COMPACTED GRANULAR FILL
T/SLAB
+(SEE PLAN)
FORMED KEY
VAPOR RETARDER
CONC SLAB
COMPACTED SUB GRADE
COMPACTED GRANULAR FILL
T/SLAB
+(SEE PLAN)
1/8" SAW N CONTROL JOINT, ALL
JOINTS SHALL BE SAWN WITHIN
12 HOURS OF SLAB POUR
4" 13'-0" 1"
5" 15'-0" 1 1/4"
6" 15'-0" 1 1/2"
7" 18'-0" 1 3/4"
8" 20'-0" 2"
9" 24'-0" 2 1/4"
10" 25'-0" 2 1/2"
1'-0" 25'-0" 3"
SLAB
THICKNESS
MAX
JT
SPACING
JOINT
DEPTH
NOTE:
CONTRACTOR TO PROVIDE CONTROL JOINT LAYOUT, BASED ON MAXIMUM JOINT SPACING, UNO.
POUR SLAB, LEAVING OUT
AREA AROUND COLUMN.
INFILL WITH CONCRETE
AFTER SLAB HAS CURED
1/2" EXP JT MAT'L
COLUMN
SLAB CONTROL JT,
TYP AT ALL
COLUMN LINES
INCREASE AS REQ'D FOR LARGER COL
2' - 0" MIN
CONC PIER (BELOW)
FOUNDATION WALL, SEE
FOUNDATION PLAN FOR
ACTUAL CONDITION
THICKEND PORTION OF
SLAB TO BE TWICE THE
SLAB THICKNESS CALLED
(3) #5 CONT OUT ON THE PLANS
REINF ALL INTERIOR
MASONRY WALLS OVER 12'-
0" HIGH w/
#5 @ 4'-0" OC, UNO
3' - 0"
#5 x DOWELS, UNO
1'-0"
3'-0"
8" MIN
SEE PLAN
SEE PLAN
SLAB THICKNESS
DEPRESSION UP TO
T/SLAB
+(SEE PLAN)
WWF TO CONT THRU
DEPRESSED SLAB AREA
SEE PLAN
FOR LIMITS
COMPACTED
DRAINAGE FILL PERIMETER
INSULATION -
SEE ARCH
CONC SLAB
1/2" EXP JT MAT'L
@ THRESHOLD
INTERIOR SLAB EXTERIOR SLAB
SLOPE
1/4
"
GRANULAR
FILL
T/SLAB
+(SEE PLAN)
T/W
+(SEE PLAN)
#5 x @ 48" OC
1'-6"
1'-6"
PERIMETER
INSULATION -
SEE ARCH
CONC SLAB
1/2" EXP JT MAT'L
INTERIOR SLAB EXTERIOR SLAB
SLOPE
1/4
"
GRANULAR
FILL
T/SLAB
+(SEE PLAN)
T/W
+(SEE PLAN)
#5 x @ 48" OC
1'-6"
1'-6"
#5x3'-0" @ 12" OC
(3) PER DOOR MIN
THAN PLAN THICKNESS
DEPRESSION GREATER
SEEP PLAN
SEE PLAN
T/SLAB
+(SEE PLAN)
#3 x @ 12" OC
9"
CONC SLAB 9"
#3 CONT
COMPACTED
DRAINAGE FILL
CONC SLAB
2
1
T/SLAB
+(SEE PLAN)
8" MIN
T/SLAB
+(SEE PLAN)
T/SLAB
+(SEE PLAN)
1/2" EXP JT MAT'L
CONC SLAB
CMU/CONC WALL
8" TYP 1' - 0" TYP
THICKNESS
2x SLAB
1' - 0" TYP 8" TYP
THICKNESS
2x SLAB
T/STL
+(SEE PLAN)
T/STL
+(SEE PLAN)
CONC SLAB
KEY
METAL CONSTUCTION JOINT
COMPACTED DRAINAGE FILL
CONC SLAB
KEY
METAL CONSTUCTION JOINT
TYP SLAB CONSTRUCTION JT
TYP SLAB CONTROL JT
SCALE:
TYPICAL CONCRETE SLAB JOINTS
NTS A
SCALE:
TYPICAL THICKENED SLAB
NTS B
SCALE:
TYP CONCRETE RAMP DETAILS
NTS C
TOP OF RAMP
BOTTOM OF RAMP
SCALE:
TYP COLUMN ISOLATION JOINT
NTS D
SCALE:
TYP COLUMN ISOLATION JOINT
NTS E
SCALE:
TYP SECTION AT ENTRY
NTS F
SCALE:
TYP SECTION AT EXTERIOR SLAB
NTS G
SCALE:
TYP DEPRESSED SLAB SECTIONS
NTS J
SECTION
SECTION
SCALE:
TYP EXPANSION JT AT WALL
NTS K
ADDITIONAL
#4x1'-6" @
EACH CORNER
ADDITIONAL
(4) #4x1'-6"
OPENING IN
SLAB
1 1/2" CLR (TYP)
LIMITS OF SLAB
REINFORCING
SCALE:
TYP SLAB ON GRADE OPENING
NTS H
NOTE:
COORD LOCATION OF
THRESHOLD w/ ARCH
DWGS
FOUNDATION
FOUNDATION
WRAP HSS w/
1/2" EXP JT MAT'L
COLUMN
#4x1'-6" CENTERED
IN SLAB
WRAP HSS w/
1/2" EXP JT MAT'L
COLUMN
#4x1'-6" CENTERED
IN SLAB
ALTERNATE FOR HSS COL
ALTERNATE FOR HSS COL
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SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/4/2017 11:59:43 AM
S-405
SLAB ON GRADE,
FOUNDATION &
FRAMING LEGENDS
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: NTS
FOUNDATION PLAN LEGEND
SCALE: NTS
FRAMING PLAN LEGEND
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
4 State Design Release 12.04.17
11
W12X79
W12X53
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
Wrk_Fnd_T/Pier
+97' - 6"
S-412
6
Fnd_Wrk_T/Slab
+100' - 0"
Ofp_Wrk_2nd Floor
+117' - 0"
Ofp_Wrk_3rd Floor
+132' - 4"
Ofp_Wrk_4th Floor
+147' - 8"
Ofp_Wrk_5th Floor
+163' - 0"
Ofp_Wrk_Roof TOS
+178' - 4"
Wrk_Col Splice
+136' - 4"
11
W12X79
W12X53
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
Wrk_Fnd_T/Pier
+97' - 6"
S-412
6
Fnd_Wrk_T/Slab
+100' - 0"
Ofp_Wrk_2nd Floor
+117' - 0"
Ofp_Wrk_3rd Floor
+132' - 4"
Ofp_Wrk_4th Floor
+147' - 8"
Ofp_Wrk_5th Floor
+163' - 0"
Ofp_Wrk_Roof TOS
+178' - 4"
Wrk_Col Splice
+136' - 4"
M
W12X53
W12X79
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
Wrk_Fnd_T/Pier
+97' - 6"
S-412
6
Fnd_Wrk_T/Slab
+100' - 0"
Ofp_Wrk_2nd Floor
+117' - 0"
Ofp_Wrk_3rd Floor
+132' - 4"
Ofp_Wrk_4th Floor
+147' - 8"
Ofp_Wrk_5th Floor
+163' - 0"
Ofp_Wrk_Roof TOS
+178' - 4"
Wrk_Col Splice
+136' - 4"
M
W12X53
W12X79
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
Wrk_Fnd_T/Pier
+97' - 6"
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SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 7:44:11 AM
S-404
SLANTED COLUMN
SCHEDULE
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: NTS
SLANTED COL #1
SCALE: NTS
SLANTED COL #2
SCALE: NTS
SLANTED COL #3
SCALE: NTS
SLANTED COL #4
SCALE: NTS
SLANTED COL #5
SCALE: NTS
SLANTED COL #6
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
5
W12X136
W12X136
W12X106
W12X79
W12X152
W12X152
W12X120
W12X79
W12X152
W12X152
W12X120
W12X79
W14X283
W14X283
W12X152
W12X136
W12X136
W14X283
W12X87
W12X136
W14X283
W12X120
W12X152
W12X152
W12X79
W12X120
W12X152
W12X152
W12X79
W12X106
W12X136
W12X136
W12X79
W12X79
W12X120
W12X120
W12X79
W14X120
W14X120
W12X79
W12X53
W12X65
W12X53
W12X53
W12X53
W14X68
W14X68
W12X53
W12X53
W12X65
W12X65
W12X53
W12X53
W12X79
W12X79
W12X53
W12X53
W12X79
W12X79
W12X53
W12X53
W12X87
W12X87
W12X53
W12X53
W14X145
W14X145
W12X96
W12X79
W12X79
W14X145
W12X53
W12X79
W14X145
W12X53
W12X87
W12X87
W12X53
W12X53
W12X79
W12X79
W12X53
W12X53
W12X79
W12X79
W12X53
W12X53
W12X65
W12X65
W12X53
W14X68
W14X68
W12X53
W12X96 W12X53
W12X96
W12X65
W12X65
W12X53
W12X65 W12X53
W12X96 W12X53
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(12) 2"Ø
3" x 3' - 0" x 4' - 6"
ANCHOR RODS
BASE PLATE
(12) 2"Ø
3" x 3' - 0" x 4' - 6"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
1 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(12) 2"Ø
3" x 3' - 0" x 4' - 6"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(12) 2"Ø
3" x 3' - 0" x 4' - 6"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(12) 2"Ø
3" x 3' - 0" x 4' - 6"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(12) 2"Ø
3" x 3' - 0" x 4' - 6"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
1 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
1 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
1 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(12) 2"Ø
3" x 3' - 0" x 4' - 6"
ANCHOR RODS
BASE PLATE
(12) 2"Ø
3" x 3' - 0" x 4' - 6"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
1 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
2" x 1' - 10" x 1' - 10"
HSS5X5X3/8
HSS5X5X3/8
HSS5X5X3/8
HSS5X5X3/8
W12X58
W12X58
W12X58
W12X58
W12X58
ANCHOR RODS W12X58
BASE PLATE
(4) 1"Ø
1 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
1 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
1 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
1 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
1 1/2" x 1' - 10" x 1' - 10"
ANCHOR RODS
BASE PLATE
(4) 1"Ø
1 1/2" x 1' - 10" x 1' - 10"
W12X58
ANCHOR RODS
BASE PLATE
(4) 1"Ø
1 1/2" x 1' - 10" x 1' - 10"
S
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860325
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SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 7:44:09 AM
S-403
COLUMN SCHEDULE
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
Column Schedule Notes:
1. See typical details for column base construction.
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
3 Mill Order Revision 11.20.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
5
5
5 5
5
18"
21"
24"
28"
31"
34"
41"
55"
2500
DEVELOPMENT LENGTH TENSION -
BOTTOM BARS
Bar Size
f'c (Normal Weight Concrete), psi
#3
#4
#5
#6
#7
#8
#9
#10
#11
#14
#18
17"
22"
28"
33"
48"
55"
62"
70"
78"
83"
124"
15"
19"
24"
29"
42"
48"
54"
61"
67"
81"
108"
3000 4000
18"
24"
30"
36"
53"
60"
68"
77"
85"
102"
136"
2500
NOTES:
1. Clear spacing not less than 2xDb.
2. Clear cover not less than Db.
3. Db = bar diameter.
DEVELOPMENT LENGTH TENSION -
TOP BARS
Bar Size
f'c (Normal Weight Concrete), psi
#3
#4
#5
#6
#7
#8
#9
#10
#11
#14
#18
22"
29"
36"
43"
63"
72"
81"
91"
101"
121"
161"
19"
25"
31"
37"
54"
62"
70"
79"
87"
105"
140"
3000 4000
24"
32"
39"
47"
69"
78"
88"
100"
110"
133"
177"
2500
NOTES:
1. Min 12" of fresh conrete below bar.
2. Clear spacing not less than 2xDb.
3. Clear cover not less than Db.
4. Db = bar diameter.
TENSION LAP SPLICES
BOTTOM BARS
Bar Size
f'c (Normal Weight Concrete), psi
#3
#4
#5
#6
#7
#8
#9
#10
#11
#14
#18
23"
29"
37"
43"
63"
72"
81"
91"
102"
121"
162"
20"
25"
32"
38"
55"
63"
71"
80"
88"
106"
141"
3000 4000
24"
32"
39"
47"
69"
78"
89"
101"
111"
133"
177"
2500
NOTES:
1. Clear spacing not less than 2xDb.
2. Clear cover not less than Db.
3. Db = bar diameter.
4. Mechanical couplers may be substituted for #6 bars and larger.
TENSION LAP SPLICES TOP
BARS
Bar Size
f'c (Normal Weight Concrete), psi
#3
#4
#5
#6
#7
#8
#9
#10
#11
#14
#18
29"
38"
47"
56"
82"
94"
106"
119"
132"
158"
210"
25"
33"
41"
49"
71"
81"
91"
103"
114"
137"
182"
3000 4000
32"
42"
51"
62"
90"
102"
115"
130"
143"
173"
231"
2500
NOTES:
1. Min 12" of fresh conrete below bar.
2. Clear spacing not less than 2xDb.
3. Clear cover not less than Db.
4. Db = bar diameter.
5. Mechanical couplers may be substituted for #6 bars and larger.
COMPRESSION LAP SPLICES
Bar Size
f'c (Normal Weight Concrete), psi
#3
#4
#5
#6
#7
#8
#9
#10
#11
#14
#18
12"
15"
19"
23"
27"
30"
34"
39"
43"
51"
68"
12"
15"
19"
23"
27"
30"
34"
39"
43"
51"
68"
3000 4000
12"
15"
19"
23"
27"
30"
34"
39"
43"
51"
68"
2500
NOTES:
1. Mechanical couplers may be substituted for #6 bars and larger.
DEVELOPMENT LENGTH HOOKS
Bar Size
f'c (Normal Weight Concrete), psi
#3
#4
#5
#6
#7
#8
#9
#10
#11
#14
#18
9"
11"
14"
17"
20"
22"
25"
28"
31"
38"
50"
6"
10"
12"
15"
17"
19"
22"
25"
27"
33"
43"
3000 4000
9"
12"
15"
18"
21"
24"
28"
31"
34"
41"
55"
2500
6"
6"
8"
9"
11"
12"
14"
16"
17"
21"
28"
3"
3"
3"
3"
4"
4"
5"
6"
6"
7"
9"
90 degree 180 degree
Hook Length
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
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A
E
R
E
R
S
A
STATE OF
860325
N
N
I
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No.
A
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SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 7:44:08 AM
S-402
SCHEDULES
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
WALL FOOTING SCHEDULE
Mark
Dimensions Bottom Reinf
Width Thickness Remarks
Longitudinal Reinf Transverse Reinf
No Size Size Spa
WF24 2' - 0" 1' - 0" 3 #5 NA 0"
WF36 3' - 0" 2' - 0" 7 #5 #5 1' - 6"
Wall Footing Schedule Notes:
1. Reinforcing clearance at bottom and sides of footings = 3"
2. Use concrete brick of CRSI Class 3, CHCP wire bar supports @ 36".
COLUMN FOOTING SCHEDULE
Mark
Ftg Dimensions Bottom Reinforcing
Width Length Thickness Remarks
Short Direction Long Direction
No Size Length No Size Length
F4 4' - 0" 4' - 0" 1' - 0" 4 #6 3' - 6" 4 #6 3' - 6"
F9 9' - 0" 9' - 0" 2' - 4" 9 #8 8' - 6" 9 #8 8' - 6"
F10 10' - 0" 10' - 0" 2' - 6" 10 #8 9' - 6" 10 #8 9' - 6"
F11 11' - 0" 11' - 0" 2' - 8" 11 #8 10' - 6" 11 #8 10' - 6"
F12 12' - 0" 12' - 0" 2' - 10" 10 #9 11' - 6" 10 #9 11' - 6"
F13 13' - 0" 13' - 0" 3' - 2" 13 #9 12' - 6" 13 #9 12' - 6"
SF01 12' - 0" 79' - 0" 2' - 10" 55 #11 11' - 6" 33 #11 78' - 6" TOP & BOTT
Column Footing Schedule Notes:
1. Reinforcing clearance at bottom and sides of footings = 3"
2. Use concrete brick of CRSI Class 3, CHCP wire bar supports @ 36".
PIER SCHEDULE
Mark
Pier Size Vert Reinf Ties
Width Length No Size Size Spa Tie Type Remarks
P24 2' - 0" 2' - 0" 4 #7 #3 1' - 0"
P28 2' - 4" 2' - 4" 8 #7 #3 1' - 0"
Pier Schedule Notes:
1. Provide 2 inch concrete cover over ties.
2. Space first tie 2" from top of footing, last tie 2" from top of pier.
3. Provide (3) ties in top of pier, spacing = 2 1/2" on center.
4. Provide CRSI typical bar bend T5 for all ties.
5. Provide CRSI typical bar bend T9 additional ties for all piers
with more than four vertical bars.
6. Provide 90° Hook for all ties per CRSI detailing standards. .
SLAB ON GRADE SCHEDULE
Mark Thickness Reinforcing
Control Jt
Depth
Reinf
Clearance Control Jt Spa Vapor Retarder
Sub-Base
Depth Remarks
SOG04P 4" 6x6-W1.4xW1.4 WWF 1" 1 1/2" 13' - 0" Plastic 6"
SOG08N 8" 6x6-W2.9xW2.9 WWF 2" 2 1/2" 20' - 0" None 6"
SOG12N 1' - 0" #4 @ 12" OC, EW 3" 3 1/2" 25' - 0" None 6" Provide 8"x42" turndown at slab perimeter
Slab on Grade Schedule Notes:
1. Reinforcing clearance is from the top of slab.
Elevated Slab Schedule Notes:
1. Provide minimum of 1 1/2" end bearing.
2. Total thickness is the thickness from top of concrete to bottom of deck.
3. If indicated, provide minimum galvanized finish equal to ASTM A653-G30.
CMU LINTEL SCHEDULE
FOR ALL LINTELS NOT INDICATED ON PLANS
Opening Concrete Lintel
Up to 6'-8" Precast concrete (3000 psi 145 pcf). (1) #5 T&B 8"deep x 4" wide, multiples
to match wall thickness. Scored to match wall bond pattern
6'-9" to 10'-0" Concrete bond beam lintel block, filled with concrete or grout (3000 psi), w/
(2) #5 T&B 8" deep x wall thickness.
CMU LINTEL SCHEDULE NOTES
1. Provide 2" cover from outside face for bars in each face.
2. Precast lintels shall have 8" bearing on each side of opening.
3. Bond beam lintels shall extend 16" into wall on each side of opening.
4. Precast lintels shall be shored in center for 3 days.
5. Bond beam lintels shall be shored in center for 28 days.
CONCRETE WALL SCHEDULE
Mark Width
Horiz Reinf Vert Reinf Dowel Reinf
Size Spa Location Size Spa Size Spa Reinf Location Cover Remarks
CW8 8" #4 1' - 0" #4 1' - 0" #4 1' - 0" Center 1 1/2"
CW12 1' - 0" #5 1' - 0" #5 1' - 0" #5 1' - 0" Ea Face 1 1/2"
Concrete Wall Schedule Notes:
1. Provide concrete cover to closest bar as indicated.
2. Provide wheel spacers or CRSI Typ. Bar Bend T5 at 36" each way to
assure adequate concrete cover.
3. See sections for all bars not included in schedule.
4. Horizontal Bar Location: In = Horiz. bars inside of verical bars, Out =
Horiz. Bars outside of vert. bars.
ELEVATED SLAB SCHEDULE
Mark
Total
Thickness
Concrete
Density Conc Reinf
Metal Deck
Thickness Gauge Type Finish Remarks
FD01 6" Normal 6x6-W2.9xW2.9 WWF 2" 18 Comp Galvanized
FD02 6" Normal 6x6-W2.9xW2.9 WWF 2" 18 Comp Galvanized 6% Air Entrainment
MASONRY WALL SCHEDULE
Mark Thickness
Vertical Wall Reinforcing Horiz Reinf Top of Wall Bond Beam Reinforcing
Remarks
Reinforcing Dowel Reinforcing
Size Spa Location Size Spa Size Spa No. of Size
MW8 7 5/8" #5 4' - 0" Center #5 4' - 0" Ladder 1' - 4" 2 #5
Masonry Wall Schedule Notes"
1. Provide 2" cover from outside face for bars in each face.
2. Grout all cores with rebar solid, unless solid grouted wall is shown.
3. Provide ladder type horizontal reinforcement at 16" o.c., unless noted
otherwise. Side and cross rods shall be #9 wire, galvanized, see
specifications. Cut joint reinforcement at control joints.
4. Provide bond beam with (2) #5 cont. at top of wall, unless noted otherwise.
See schedule for additional bond beams.
STEEL BEAM TO CONCRETE COLUMN OR WALL CONNECTION SCHEDULE
Mark
EP1
Steel Beam To Concrete Column or Wall Connection Lintel Schedule Notes:
1. This schedule is for 50 ksi beams only.
2. Beam material per general notes.
3. Plate and angle material ASTM A36.
4. For beam reactions, see framing plans. Should indicated reactions exceed table capacities fabricator shall provide connection detail.
5. Beam web capacity requires verification for beams with ASTM A36 material.
6. UNO on plan or if reaction exceeds tabulated value, use this connection as typical for listed beam sizes.
Beam
Rows of
Bolts
C8, W8, W10 2
Weld 'A'
Size
5/16"
Angle
Size
L4x3x3/8 5 1/2"
Angle 'L'
Length
Embed Plate
'H'
9"
'T'
5/8"
No. Studs
4
Capacity (Kips) Per
Concrete Strength
4 KSI
18.3 18.3
3 KSI
EP2
EP3
EP4
EP5
EP6
EP7
EP8
EP9
W12x14
W12x16 - W14
W16, W18
W21
W24
EP10
W27
W30
W33
W36, W40
3
3
4
5
6
7
8
9
10
5/16"
5/16"
5/16"
5/16"
5/16"
1/4"
1/4"
1/4"
1/4"
L4x3x3/8
L4x3x3/8
L4x3x3/8
L4x3x3/8
L4x3x3/8
L4x3x5/16
L4x3x5/16
L4x3x5/16
L4x3x5/16
8 1/2"
8 1/2"
11 1/2"
14 1/2"
17 1/2"
20 1/2"
23 1/2"
26 1/2"
29 1/2"
13"
13"
17"
21"
25"
29"
33"
33"
37"
5/8"
5/8"
5/8"
5/8"
5/8"
5/8"
5/8"
5/8"
5/8"
6
6
8
10
12
14
16
16
16
33
40.3
58.4
91.5
111
125
148
167
186
33
40.3
58.4
86
105
124
142
142
161
MAT FOUNDATION SCHEDULE
Mark Thickness
Bottom Reinforcing Top Reinforcing
Remarks
Short Direction Long Direction Short Direction Long Direction
Size Spa Size Spa Size Spa Size Spa
MAT01 1' - 0" #5 1' - 0" #5 1' - 0" #5 1' - 0" #5 1' - 0"
MAT02 4' - 6" #11 1' - 0" #11 5" #11 1' - 0" #11 5" 4000 PSI Conc
ROOF DECK SCHEDULE
Mark Thickness Gauge Type Finish Sidelap Remarks
RD01 1 1/2" 22 WR Painted 2 2/S-407
Roof Deck Schedule Notes:
1. Abbreviations:
WR = Wide Rib
WRC = WR Cellular
WRA = Wide Rib Acoustical
WRAC = Wide Rib Acoustical Cellular
Non-Inter = Non-interlocking sidelap
Interlock = Interlocking sidelap
2. Provide minimum of 1 1/2" bearing at ends of deck.
3. Provide minimum of 4" interior bearing.
BEARING PLATE SCHEDULE
Mark
Plate Size Headed Studs
Thickness Width Height No. Studs Diameter Length Remarks
BP1 3/8" 6" 6" 2 1/2" 6"
Steel Bearing Plate Schedule Notes:
1. Hold bearing plate back 1/2" from face of wall.
2. Provide (2) 1/2"x6" headed anchors for masonry bearing, unless noted otherwise.
3. Provide (2) 3/4"x8" headed anchors for concrete bearing, unless noted otherwise.
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
COLUMN LOAD SCHEDULE (grid intersection)
Grid
Intersection Size
Dead Load
(K)
Live Load
(K)
Seismic Load
(K)
Seismic Uplift
(K) Remarks
M-1 W12X65 142 94
L-1 W12X96 240 155
K-1 W12X65 145 99
J-1 W12X96 65 62
M-2 W12X79 142 109
L-2 W14X120 225 186 395 -395
K-2 W14X120 157 136 395 -395
J-2 W12X96 97 93
M-3 W12X79 260 158
L-3 W12X120 422 287
H.3-3 W12X120 398 274
G-3 W12X65 217 123
M-4 W12X79 260 159
L-4 W12X136 468 304
H.3-4 W12X136 457 300
G-4 W12X106 246 152
M-5 W12X79 253 161
L-5 W12X152 491 326
H.3-5 W12X152 474 319
G-5 W12X120 254 152
M-6 W12X79 260 159
L-6 W12X152 512 340
H.3-6 W12X152 474 326
G-6 W12X120 253 161
M-7 W12X79 272 162
L-7 W14X283 490 311 1360 -1360
K-7 W14X283 492 319 1360 -1360
G-7 W12X152 552 400
L-9 W12X136 450 307
J-9 W12X136 478 327
H-9 W14X283 481 309 1360 -1360
L-10 W12X87 270 221
J-10 W12X136 367 253
H-10 W14X283 384 247 1360 -1360
F-7.5 W12X120 299 265
F-9.3 W12X152 507 335
F-10 W12X152 523 343
F-11 W12X79 256 158
E-7.5 W12X120 310 290
E-9.3 W12X152 488 317
E-10 W12X152 499 324
E-11 W12X79 260 159
D-7.5 W12X106 276 232
D-9.3 W12X136 453 299
D-10 W12X136 464 304
D-11 W12X79 260 159
C-7.5 W12X79 259 146
C-9 W12X120 404 272
C-10 W12X120 413 289
C-11 W12X79 260 158
B-9 W14X120 152 133 395 -395
B-10 W14X120 209 194 395 -395
B-11 W12X79 131 113
B-8 W12X96 77 55
A-10 W12X96 337 215
A-11 W12X65 202 130
A-9 W12X65 207 140
A-8 W12X96 74 50
W12X79 144 107 Slanted column #3
W12X79 219 131 Slanted column #2
W12X79 113 89 Slanted column #5
W12X79 232 141 Slanted column #6
W12X79 36 21 Slanted column #4
W12X79 225 139 Slanted column #1
D.3-6.6 W12X58 42 101
D.7-6.6 W12X58 52 131
E.2-6.6 W12X58 49 125
E.7-6.6 W12X58 46 119
F.3-6.6 W12X58 44 113
F.7-6.6 W12X58 32 84
D-6.6 W12X58 17 37
W12X53
W12X53
Column Load Schedule Notes:
1. All loads are unfactored.
2. Negative load is uplift on column
5
5
5
modification of drawings.
G11. All contractors are required to coordinate their work with all disciplines to avoid conflicts. The architectural, mechanical, electrical and
plumbing aspects are not in the scope of these drawings. Therefore, all required materials and work may not be indicated. It is the
contractor's responsibility to coordinate these drawings with all other construction documents. Refer to architectural drawings for all
dimensions not shown on these drawings. Locations, sizes and numbers of all openings may not be completely indicated in the
structural drawings. The respective contractor shall verify their work with all other disciplines.
G12. The contract documents represent the structure only. They do not indicate the method of construction. The contractor shall provide all
measures necessary to protect the structure during construction. Such measures shall include, but not limited to, bracing, shoring,
underpinning, etc. the Engineer of Record is not responsible for the contractor's means, methods, techniques, sequences or safety
procedures during construction.
G13. Notes and details shall take precedence over general structural notes. Where no details or sections are shown, construction shall
conform to similar work on the project. Typical sections and details may not be cut on the plans, but apply unless noted otherwise.
G14. Provisions for future expansion:
Vertical: None
Horizontal: None
GENERAL NOTES
SSE1. A Specialty Structural Engineer (SSE), registered in the state of the project, shall be responsible for the structural
design of the following products and systems complying with specific performance and design criteria indicated.
1. Steel Joists, joist girders, bridging and accessories.
2. Structural Steel Connections, except as shown on drawings.
AISC Option 2 (Detailer): Simple shear connections.
AISC Option 3 (SSE): All other connections not shown.
3. Cold-Formed Steel CFS wall studs, CFS floor joists and accessories.
4. Precast Prestressed Concrete elements and accessories.
5. Stairs, ladders, and railings.
6. Sprinkler supports and required loading.
014000 DELEGATED DESIGN
SF1. Soil to be stripped, compacted and tested in accordance with the recommendations of the soils engineer and
project specifications.
SF2. Footings shall be placed on firm, undisturbed soil or on engineered fill. Engineered Fill: Naturally or artificially
graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with
at least 90 percent passing a 1-1/2-inch sieve and not more than 12 percent passing a No. 200 sieve.
SF3. Slabs shall be placed on compacted, free-draining, frost-free drainage course. Drainage Course: Narrowly
graded mixture of washed crushed stone, or crushed or uncrushed gravel; ASTM D 448; coarse-aggregate
grading Size 57; with 100 percent passing a 1-1/2-inch sieve and 0 to 5 percent passing a No. 8 sieve. All fill
shall be compacted to a minimum dry density of 95% of the modified Proctor maximum dry density (ASTM-
D1557), placed in 6" to 8" lifts. Pea gravel may not be used as fill. Utility trenches and excavations under the
foundations or slabs shall meet the same requirements. See soils investigation report for further
recommendations.
SF4. Undercutting of the soil for foundation and/or slab placement may be required. These drawings do not indicate
the entire scope of undercutting, fill or bad soil removal that may be required to attain the design soil bearing
pressures. It is the responsibility of the contractor to obtain a soils investigation report, before bidding, to
assess the extent of excavation and compaction that may be required to meet the design criteria. The
contractor shall retain the services of a soils engineer to monitor all backfilling operations and to inspect
footing bearing material. A report certified by the soils engineer shall be furnished to the architect/engineer
verifying that all foundations were placed on a material capable of sustaining the design bearing pressures.
SF5. If dewatering is required, sumps shall not be placed within the foundation excavation.
SF6. Maintain a maximum slope between adjacent footing bearing elevations of 2 horizontal to 1 vertical. Maintain a
2 horizontal to 1 vertical slope next to existing foundations to avoid undermining foundations.
SF7. No horizontal joints are permitted in any foundation. Vertical joints are permitted only in wall footings.
SF8. Shallow foundations may be earth-formed where the excavation permits. If earth-forming is used, add 2" to the
width and length of all foundations.
SF9. The bottom of all foundations shall be a minimum of local frost depth below final grade.
020000 SHALLOW FOUNDATION AND SLAB ON GRADE NOTES
RC1. All concrete shall have the following 28 day compressive strengths:
STRENGTH LOCATION
3000 psi-0% AE All foundations and footings
4000 psi-6% AE Exterior slabs, piers, walls, columns, grade beams and concrete exposed to freezing
4000 psi-0% AE Interior slabs, fill for metal deck and all other interior concrete
RC2. All reinforcing shall conform to the following concrete cover:
COVER LOCATION
3" Foundations & Footings: All surfaces; Exterior Slabs: Bottom; Grade Beams & Trench
Footings: All surfaces; All concrete cast against soil
2" Exterior Walls, All Piers & All Pilasters: All surfaces; Exterior Slabs: Top; All exterior concrete
1 1/2" Interior beams, columns & walls: All surfaces; All concrete not exposed to weather or in
contact with ground
3/4" Interior slabs & Walls
RC3. Welded Wire Fabric (WWF) for slabs and fill for metal deck shall be placed in the upper-third of the slab or fill. See
details.
RC4. All reinforcing steel shall be detailed, supplied and placed in accordance with ACI 315, ACI 318 and CRSI MSP-1.
RC5. All reinforcing steel shall be shop fabricated and, where applicable, shall be wired together and conform to ASTM
A-615, Grade 60.
RC6. Chamfer edges of exposed concrete 3/4", unless noted otherwise.
RC7. Contractor shall make four, 6"x12" test cylinders for each 50 cubic yards of concrete poured for each days
operation. Break 1 at 7 days, 2 at 28 days and retain spare.
RC8. All welded wire fabric shall conform to ASTM A185, Fy(min) of 65 ksi. All welded wire fabric laps shall be 8".
RC9. All finished concrete, concrete formwork and falsework shall be in accordance with ACI 301. Contractor is solely
responsible for the design and construction of all formwork, falsework and shoring.
RC10. Provide sleeves for all openings in grade beams or walls to totally separate pipe from concrete.
RC11. Foundations may be earth-formed where the excavation permits. If earth-forming is used, add 2" to the width,
length & thickness of all foundations.
RC12. Plastic Vapor Retarder: ASTM E 1745, Class A, not less than 10 mils (0.25 mm) thick, see specifications. Include
manufacturer's recommended adhesive or pressure-sensitive joint tape.
RC13. Fiber Reinforcement, if indicated on drawings, shall be 100% virgin polypropylene in collated, fibrillated form,
complying with ASTM C 1116, minimum length of 3/4". Minimum dosage = 1.5 pounds per cubic yard.
RC14. Adhesive Anchors and Adhesives Used for Reinforcing Anchorage:
1. The adhesive anchor system used for post-installed anchorage to concrete shall conform to the
requirements of the most recently published ACI 355.4.
2. Adhesive anchors indicated are the Basis-of-Design. Approved equal meeting ACI 355.4 is permitted.
3. Bulk-mixed adhesives are not permitted.
4. Anchors shall be supplied as an entire system with manufacturer's recommendations adhered to.
5. Adhesive anchors shall be installed by qualified personnel trained to install adhesive anchors.
6. Installation of adhesive anchors horizontally or upwardly inclined shall be performed by personnel
certified by the ACI/CRSI Adhesive Anchor Installer Certification program.
7. Adhesive anchors installed in horizontal or upwardly inclined orientations shall be continuously inspected
during installation by an inspector specially approved for that purpose.
RC15. Bonding agent for bonding fresh concrete to hardened concrete: ASTM C 1059/C 1059M, Type II,
nonredispersible, acrylic emulsion or styrene butadiene.
033000 CAST IN PLACE CONCRETE NOTES (Foundations, Slabs, & Walls)
M1. Minimum 28 day compressive strength of concrete masonry units shall be 2800 p.s.i. based on net area
of the unit. Specified design compressive strength of masonry shall be f'm = 2000 p.s.i. All units for
exterior walls, load-bearing walls and shear walls shall be normal weight block.
M2. All mortar shall be Type S. No admixtures may used unless approved by architect/engineer. Mortar shall
not be used for grouting cores or filling bond beams.
M3. All block shall be laid in a running bond pattern.
M4. Course grout shall be used were grouting is required. Slump shall be 8" +/- 1". Minimum grout
compressive strength shall be 3000 p.s.i.
M5. All reinforcing shall be ASTM A615 Grade 60 (Fy=60 ksi). Lap all reinforcing a minimum of 48 bar
diameters.
M6. Center vertical reinforcing in block cores, unless noted otherwise.
M7. See architectural and specifications for all control joint locations. Reinforcing in bond beams shall be
discontinuous at control joints.
M8. Provide ladder type horizontal joint reinforcement at 16" o.c. Side rods and cross rods shall be #9 wire,
galvanized, see specifications. Cut joint reinforcement at control joints.
M9. Provide "L" bars at all bond beam corners as required.
M10. Fill cores of block solid with grout two full courses below the bearing of all beams or lintels supported on
masonry.
M11. All attachments to block shall be made with Hilti HLC 1/2" diameter x 3" sleeve anchors, unless noted
otherwise. Anchors shall be installed per manufacturer's recommendations.
M12. See typical schedules for masonry and steel lintels not indicated on plans.
M13. All masonry units below grade to be grouted solid.
M14. Provide ties to all structural steel.
M15. All interior, non-load bearing masonry walls over 12'-0" high, shall be supported on thickened slab as per
typical detail. Wall vertical reinforcing shall be #5 @ 48" OC full height. Unless noted otherwise.
M16. All cores with reinforcing steel shall be grouted solid, full height of wall.
042000 MASONRY AND REINFORCED MASONRY NOTES
SS1. All structural steel shall conform to the following:
W Shapes ASTM A992, Grade 50.
Angles, Channels, Plates, Bars ASTM A36 (Fy=36 ksi)
HSS Tubes ASTM A500, Grade B (Fy=46 ksi)
HSS Pipes ASTM A500, Grade B (Fy=42 ksi)
Anchor Rods ASTM F1554, Grade 36
SS2. All steel shall be detailed, fabricated and erected in accordance with:
AISC 360 "Specification for Structural Steel Buildings", Allowable Strength Design (ASD)
AISC 303 "Code of Standard Practice"
SS3. If beam reaction is not indicated, design connection for minimum 10 k reaction.
SS4 All bolted connections shall be made with 3/4" diameter, A325 bolts with nuts and washers, unless otherwise noted.
All connections shall be shear bearing connections tightened to snug-tight condition, unless otherwise noted.
SS5. All shop and field welds shall be made using E70 electrodes or equivalent.
SS6. All headed concrete anchors shall be ASTM A108 (Fy=50 ksi), 3/4" diameter x 4" after welding, unless noted
otherwise.
SS7. Steel fabricator shall obtain the size and location of all openings for grilles, louvers, etc. before proceeding with the
fabrication and erection of any required frames.
SS8. Provide Heckman #129 and #130 channel slot and channel slot anchors at all columns that abut masonry walls,
unless noted.
SS9. Provide temporary bracing of the structure until all permanent lateral support is in place.
SS10. Structure Stability: The entire roof and/or floor decking materials must be fully erected and connected to the
supporting steel before temporary, erection bracing is removed.
SS11. RD = Roof Drain location. Provide steel frame for drains. See other drawings for actual drain type, number, size,
etc. Coordinate with drain contractor.
SS12. All steel above roof to be hot dipped galvanized.
051200 STRUCTURAL STEEL NOTES
CB1. All shear connectors, indicted as (x) on drawings, shall be ASTM A108, 3/4" diameter. Provide shear connector
length of (slab thickness-1") after welding. All connectors shall be installed using a "stud gun". Shear connectors
shall not be placed using "stick welding."
CB2. Composite metal deck shall be furnished in minimum 3-span condition, where possible. All simple span
conditions shall be shored for 14 days.
CB3. See typical details for construction joints. Contractor shall have a conference with McComas Engineering prior
to construction of the floors. The contractor shall employ a testing agency to verify that shear connectors have
been placed according to the drawings and that the welds are in conformance with the design. The fabricator
shall submit shop drawings detailing the placement of the shear connectors.
CB4. Where no camber is designated, erect beam with mill camber up.
CB5. See typical details for stud placement.
CB6. All composite beam reactions given on drawings are unfactored and are actual reactions.
CB7. Composite beam design is based on AISC 360 "ALLOWABLE STRENGTH DESIGN FOR STRUCTURAL
STEEL BUILDINGS" and AISC 303 "CODE OF STANDARD PRACTICE", Fourteenth Edition.
CB8. Do not prime paint top of beam flanges that recieve studs.
051202 STEEL COMPOSITE BEAMS NOTES
SJ1. Provide all joists, bridging and accessories for the complete erection of joists in accordance with the current
Steel Joist Institute "STANDARD SPECIFICATIONS AND LOAD TABLES FOR OPEN WEB STEEL JOISTS
AND JOIST GIRDERS" and Underwriters Laboratories "STANDARD, FIRE TESTS OF BUILDING
CONSTRUCTION AND MATERIALS".
SJ2. Bridging shall be completely erected and joists aligned before any construction loads are placed on joists.
SJ3. Do not weld bottom chord of joists to columns unless noted on drawings.
SJ4. Install erection bolts at all joist girder to column and joist to column connections.
SJ5. Where ballasted roofing is not shown on architectural drawings, provide uplift bridging at all joists as per
"STANDARD SPECIFICATIONS AND LOAD TABLES FOR OPEN WEB STEEL JOISTS AND JOIST
GIRDERS" for net uplift load diagram see S-206A.
052100 STEEL JOIST NOTES
MD1. All metal deck material, fabrication and installation shall conform to Steel Deck Institute
"SDI SPECIFICATIONS AND COMMENTARY" and "CODE OF RECOMMENDED
STANDARD PRACTICE", Current edition, unless noted.
MD2. FASTENING DECK
1. Roof deck shall be welded using 5/8" diameter puddle welds, 36/5 pattern with (2) #10 TEK
sidelap fastener unless otherwise shown in typical detail or indicated on drawings.
2. Floor deck shall be welded using 3/4" diameter puddle welds, 36/4 pattern unless
otherwise shown in typical detail or indicated on drawings
MD3. Provide TS 2 1/2x 2 1/2x 1/8 deck support, field welded to joist or beam at all deck span
changes.
MD4. Provide L3x3x1/4 deck support at all columns where required, unless noted.
MD5. Provide 20 gauge cover plate at all roof deck span changes.
MD6. Provide L3x3x1/4 at all unsupported edges of deck and around roof perimeter, unless
otherwise noted.
MD7. All deck shall be provided in a minimum of 3-span lengths where possible.
053100 STEEL DECK NOTES
SF1. Delegated Design: All cold formed steel framing shall be by Specialty Structural Engineer (SSE),
registered in the state of the project. The SSE shall be responsible for the structural
design of all cold-formed-steel design, products and systems complying with specific performance and
design criteria indicated
SF2. All design and construction of cold formed steel shall comply with the contract documents, referenced
codes, standards, notes, layouts and the following American Iron and Steel Institute (AISI) documents,
including all AISI referenced documents therein:
S100-2007 Specification
S200-2007 General Provisions
S201-2007 Product Data
S210-2007 Floor & Roof Systems
S211-2007 Wall Stud Design
S213-2007 Lateral Design with Supplement No. 1
S212-2007 Header Design
S214-2007 Truss Design
SF3. Unless noted otherwise, provide the following minimum member sizes, unless larger size or lesser
spacing is required:
TYPE SIZE
Exterior Wall Studs 600 S 162-54
Interior Load-Bearing Studs 600 S 162-54
SF4. All members and systems shall conform to the following maximum movements:
TYPE LIVE INDEX MAXIMUM
Exterior Wall Studs L/600 1/2"
Interior Wall Studs L/240 1/2"
Exterior cantilevered parapets L/300 1/2"
Floor trusses and joists L/480 1"
Roof trusses and joists L/360 1 1/2"
SF5. The most stringent requirements shall govern in conflicts between specified codes and standards.
SF6. All products shall have four-part identification code which identifies size, style and material thickness of
each member.
SF7. All materials shall conform with ASTM A1003, structural grade 33 or structural grade 50.
SF8. Corrosion protection for all materials shall comply with ASTM A653. Minimum, hot-dipped galvanized
coating weight for exterior walls and all roof materials shall be G90. All other materials shall be G60.
SF9. Provide factory punchouts in all wall studs where required.
SF10. Provide standard color coding for all products.
SF11. Provide 1/2" ASTM F1554, Grade 36 hooked anchor bolts at all steel tracks, u.n.o. Anchor bolt
spacing = 48" OC, u.n.o. Provide anchor bolt at 8" from the ends of all walls, u.n.o.
SF12. For all non-load bearing studs, provide deflection clips isolating the stud from the primary structure.
SF13. All track butt joints shall be anchored to a common structural element.
SF14. Horizontal bracing of wall studs shall be provided at 6 feet on center maximum.
SF15. Place joists and trusses directly over wall studs.
SF16. Fastening of elements shall be self-drilling screws or welding of sufficient size to transfer required
loads. All welding of galvanized steel shall be touched up with zinc-rich paint.
Minimum thickness of material for welding is 54 mil.
SF17. All screws shall be non-corrosive, No. 12-14 or larger.
SF18. See architectural drawings for all non-structural stud requirements.
SF19. All floor and roof trusses shall have a minimum flange width of 1 5/8".
SF20. Floor and roof truss bottom chords shall be designed for 10 psf dead load, not in addition to design
loading.
SF19. Lateral Force Resisting System (LFRS) shall comply with forces indicated.
Shearwalls shall be Type II, steel sheet. Coordinate shearwalls with holdowns and ties shown.
054000 COLD FORMED STEEL FRAMING NOTES (Delegated Design)
SM1. Modify soil bearing capacity using Rammed Aggregate Pier (RAP) techniques.
SM2. Soil shall be modified to achieve the minimum allowable bearing capacity stated.
SM3. See Gravity Column Reaction and Bracing Column Reaction tables for design reactions.
SM4. Rammed Aggregate Piers shall be designed by approved contractor.
312010 SOIL MODIFICATION RAMMED AGGREGATE PIER NOTES
PC1. Delegated Design: A Specialty Structural Engineer (SSE), registered in the state of the project, shall be
responsible for the structural
design of all precast concrete design, products and systems complying with specific performance and design
criteria indicated.
PC1. The minimum 28 day compressive strength of all precast elements shall be 5000 psi.
PC2. See architectural drawings for all architectural finishes, textures, reveals, etc. All embeds may not be indicated
on structural drawings. See other trade drawings for required embeds.
PC3. Coordinate with Architectural, Mechanical, Electrical, Plumbing, Civil plans for openings and penetrations to be
cast into pre-cast elements.
PC4. The layout and arrangement of all precast elements is schematic in nature and is intended to show the scope of
the precast system. The precast manufacturer is responsible for the final layout, size, spacing etc. of all
precast elements and connections.
PC5. Precast connections shown are schematic in nature. Final detail and design is the responsibility of the precast
manufacturer.
PC6. The precast manufacturer or erector is responsible for all temporary bracing that may be required until the
lateral load resisting systems for the building are complete and has attained their design capacity.
PC7. All precast elements shall be capable of supporting their own weight as well as specified loadings and reactions
indicated.
PC8. If applicable, camber all beam elements per PCI standards.
PC9. HOLLOW CORE PLANK
1. Hollow core planks shall be designed for non-composite interaction with toppings.
2. Nominal width of planks shall be 4'-0" typical.
3. Manufacturer shall review structural support conditions and report any requested modifications for supports
or restraints to the EOR prior to submitting HCP shop drawings.
4. Manufacturer is to provide bearing pads for HCP on structure.
034101 PRECAST PRESTRESSED CONCRETE ELEMENTS NOTES
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SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/4/2017 11:59:29 AM
S-401
GENERAL NOTES
AND ABBREV
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
O/O OUT TO OUT
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OF OUTSIDE FACE
OH OVER HEAD
OPNG OPENING
OPP OPPOSITE
OPP HD OPPOSITE HAND
OSB ORIENTED STRAND BOARD
OSL OUTSTANDING LEG
OVS OVERSIZE HOLE
PAF POWDER ACTUATED FASTENER
PC PRECAST
PL PLATE
PLF POUNDS PER LINEAR FOOT
PLYWD PLYWOOD
PNL PANEL
PROJ PROJECTION
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PSL PARALLEL STRAND LUMBER
PT PRESSURE TREATED
PTN PARTITION
R RADIUS
RD ROOF DRAIN
REF REFERENCE
REINF REINFORCE(D) (ING) (MENT)
REQ'D REQUIRED
REV REVISION/REVISED
RO ROUGH OPENING
RRD ROOF RELIEF DRAIN
RTN RETURN
RTU ROOF TOP UNIT
RW RETAINING WALL
SCHED SCHEDULE
SECT SECTION
SHT SHEET
SIM SIMILAR
SJ SAWCUT JOINT
SJI STEEL JOIST INSTITUTE
SL SLOPED
SPA SPACE(S)
SPECS SPECIFICATIONS
SQ SQUARE
SS STAINLESS STEEL
SSL SHORT SLOTTED HOLES
STD STANDARD
STIFF STIFFENERS
STL STEEL
STRUCT STRUCTURAL
SYMM SYMMETRICAL
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
TB TIE BEAM
TC TOP CHORD
TCX TOP CHORD EXTENSION
TEMP TEMPERATURE
TF TRENCH FOOTING
THK THICK
THKS THICKENED SLAB
THR'D THREADED
TL TOTAL LOAD
TOP'G TOPPING
TRANS TRANSVERSE
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
VIF VERIFY IN FIELD
w/ WITH
WD WOOD
WO WINDOW OPENING (MASONRY)
WP WORKING POINT
WT WEIGHT
WWF WELDED WIRE FABRIC
ELEVATION TOP AND BOTTOM OF LIST
T/ "ELEVATION, TOP OF"
B/ "ELEVATION, BOTTOM OF"
T/BB TOP OF BOND BEAM
T/BM TOP OF BEAM
T/CONC TOP OF CONCRETE
T/F TOP OF FOOTING
T/LDG TOP OF LEDGE
T/MAS TOP OF MASONRY
T/P TOP OF PIER
T/SLAB TOP OF SLAB
T/STL TOP OF STEEL
T/W TOP OF WALL
T/GB TOP OF GRADE BEAM
T/CAIS TOP OF CAISSON
B/PL BOTTOM OF PLATE
B/F BOTTOM OF FOOTING
SPECIAL CHARACTERS
° DEGREE
± PLUS OR MINUS
ELEVATION
Ø DIAMETER
AR ANCHOR RODS
ABV ABOVE
ACI AMERICAN CONCRETE INSTITUTE
ADD'L ADDITIONAL
ADH ADHESIVE
ADJ ADJACENT
AESS ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL
AFF ABOVE FINISHED FLOOR
AGGR AGGREGATE
AHU AIR HANDLING UNIT
AISC AMERICAN INSTITUTE OF
STEEL CONSTRUCTION
AISI AMERICAN IRON AND
STEEL INSTITUTE
ALUM ALUMINUM
ALT ALTERNATE
APPROX APPROXIMATE
ARCH ARCHITECT
ARCH'L ARCHITECTURAL
ASTM AMERICAN SOCIETY OF
TESTING MATERIALS
AWS AMERICAN WELDING SOCIETY
L ANGLE
BAL BALANCE
BB BOND BEAM
B/B BACK TO BACK
BC BOTTOM CHORD
BD BOARD
BLDG BUILDING
BLK BLOCK
BLW BELOW
BM BEAM
BOTT BOTTOM
BP BEARING PLATE
BRDG BRIDGING
BRG BEARING
BRK BRICK
BS BOTH SIDES
BSMT BASEMENT
BTWN BETWEEN
BUC BUILT UP COLUMN
c CAMBER
C/C CENTER TO CENTER
CANT CANTILEVER
CAIS CAISSON
CFS COLD FORMED STEEL
CJ CONTROL AND/OR
CONSTRUCTION JOINT
CL CENTERLINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
COORD COORDINATE
COMP COMPACTED
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CTR CENTER
CTR'D CENTERED
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DL DEAD LOAD
DLT DEEP LEG TRACK
DO DITTO
DN DOWN
DTL DETAIL
DWG DRAWING
DWL DOWEL
EA EACH
EE EACH END
EF EACH FACE
EJ EXPANSION JOINT
ENG ENGINEER
ELEV ELEVATION
ELECT ELECTRICAL
EOD EDGE OF DECK
EOS EDGE OF SLAB
EQ EQUAL
EQUIV EQUIVALENT
ES EACH SIDE
EW EACH WAY
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
F/ FACE OF
FD FLOOR DRAIN
FDN FOUNDATION
FIN FINISH
FLR FLOOR
FLG FLANGE
FS FARSIDE
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GB GRADE BEAM
GC GENERAL CONTRACTOR
GL GLULAM
GR GRADE
HC HOLLOW CORE
HD HOLD DOWN
HGT HEIGHT
HI HIGH
HK HOOK
HORIZ HORIZONTAL
HP HIGH POINT
HS HEADED STUD
HSS HOLLOW STRUCTURAL SECTION
ID INSIDE DIAMETER
IF INSIDE FACE
INFO INFORMATION
INT INTERIOR
INV INVERT
JST JOIST
JT JOINT
K KIP
KO KNOCK OUT
LB POUND
LDG LEDGE
LG LONG
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LNTL LINTEL
LSL LONG SLOTTED HOLES
LONG LONGITUDINAL
LP LOW POINT
LVL LAMINATED VENEER LUMBER
MAS MASONRY
MAT'L MATERIAL
MAX MAXIMUM
MBM METAL BUILDING MFR
MCJ MASONRY CONTROL JT
MECH MECHANICAL
MEZZ MEZZANINE
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MOM MOMENT
MSW MASONRY SHEAR WALL
MSL MEAN SEA LEVEL
MTL METAL
NO NUMBER
NS NEAR SIDE
NTS NOT TO SCALE
ABBREVIATIONS LIST
4
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
4 State Design Release 12.04.17
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SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/4/2017 11:59:28 AM
S-302
BUILDING SECTIONS
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/4" = 1'-0" S-302
BUILDING SECTION 1
ENTIRE SHEET
4
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
4 State Design Release 12.04.17
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SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 7:44:03 AM
S-301
BUILDING SECTIONS
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/4" = 1'-0" S-301
BUILDING SECTION 1
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
+189' - 9"
+189' - 9"
+189' - 9" +189' - 9"
+189' - 9"
+189' - 9"
+189' - 9" +189' - 9"
HSS12X6X3/8
+183' - 0"
+186' - 4 1/2" +186' - 4 1/2"
HSS12X6X3/8
+183' - 0"
+186' - 4 1/2" +186' - 4 1/2" +186' - 4 1/2"
HSS12X6X3/8
+183' - 0"
HSS12X6X3/8
+183' - 0"
HSS12X6X3/8
+183' - 0"
+186' - 4 1/2"
+186' - 4 1/2"
HSS12X6X3/8
+183' - 0"
HSS12X6X3/8
+183' - 0"
+186' - 4 1/2"
+186' - 4 1/2"
+186' - 4 1/2" +186' - 4 1/2"
+186' - 4 1/2"
+186' - 4 1/2"
+186' - 4 1/2"
+186' - 4 1/2"
+186' - 4 1/2"
+186' - 4 1/2"
HSS12X6X3/8
+183' - 0"
HSS12X6X3/8
+183' - 0"
HSS12X6X3/8
+183' - 0"
HSS12X6X3/8
+183' - 0"
HSS12X6X3/8
+183' - 0"
HSS12X6X3/8
+183' - 0"
HSS12X6X3/8
+183' - 0"
HSS12X6X3/8
+183' - 0"
HSS12X6X3/8
+183' - 0"
HSS12X6X3/8
+183' - 0"
1
S-301
1
S-301
1
S-302
1
S-302
H.3
H.3
9.3
9.3 9.7
9.7
9.4
9.4
C.6 C.6
+189' - 9"
+189' - 9"
+186' - 4 1/2"
HSS12X6X3/8
+183' - 0"
+186' - 4 1/2"
HSS12X6X3/8
+183' - 0"
+189' - 9"
+189' - 9"
+189' - 9"
+189' - 9" +189' - 9"
HSS12X6X3/8
+
183' - 0"
+186' - 4 1/2"
HSS12X6X3/8
+183' - 0"
+186' - 4 1/2"
HSS12X6X3/8
+183' - 0"
+186' - 4 1/2" +186' - 4 1/2"
HSS12X6X3/8
+183' - 0"
HSS12X6X3/8
+183' - 0"
+186' - 4 1/2"
95.00°
166.74°
98.26°
98.26°
166.74°
95.00°
+189' - 9"
+189' - 9"
6
S-411
6
S-411
6
S-411
6
S-411
S-206C
2
2' - 10"
4' - 4"
2' - 10"
4' - 4"
2' - 10" 4' - 4"
2' - 10"
4' - 4"
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SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/4/2017 11:59:21 AM
S-207
SCREENWALL
FRAMING PLAN
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/16" = 1'-0"
SCREENWALL FRAMING PLAN
PLAN NORTH
0 2' 4' 8' 16' 32'
4
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
3 Mill Order Revision 11.20.17
4 State Design Release 12.04.17
EOD
1' - 0"
1
S-302
1
S-302
A A
30K10
30K9
12K1
12K1
12K1
12K1
14K1
14K1
14K1
12K1
12K1
12K1
2.5K3
W12X53
2/ S-502
32' - 4" 11' - 0" 9' - 5 3/8" 11' - 10 1/4" 9' - 8 3/8" 31' - 0"
73' - 0"
EOD
1' - 2 1/2"
5' - 7" 5' - 5" 5' - 2" 5' - 0 3/4" 5' - 3 1/4" 5' - 0 1/4" 5' - 3 3/4" 5' - 2" 5' - 1 1/2"
1' - 3 1/8"
3' - 11 1/2" 5' - 0 3/8" 5' - 1 1/2" 5' - 1 1/2" 5' - 4 3/4" EOD
1' - 2 1/2"
W21X44
+178' - 6 1/2"
W21X44
+178' - 6 1/2"
W24X68
+178' - 6 1/2"
W21X44
+178' - 6 1/2"
W21X44
+178' - 6 1/2"
W21X44
+178' - 6 1/2"
W21X44
+178' - 6 1/2"
W24X62
+178' - 6 1/2"
W33X118 +177' - 3"
W24X55
+178' - 4"
W30X99 +177' - 3"
W24X55
+178' - 4"
W24X76 +178' - 4"
W24X55
+177' - 3"
W21X44
+178' - 0"
W21X44
+178' - 0"
30K10
30K10
+177' - 9 1/2"
30K10
30K10
30K10
W24X62
+178' - 6 1/2"
W16X26
+178' - 4"
W16X26
+178' - 4"
W21X62
+178' - 4"
W16X26
+177' - 3"
W24X68
+178' - 6 1/2"
W14X22
W14X22 +178' - 4 3/16"
W14X22
+178' - 2 9/16"
W14X22 +177' - 7 7/8"
W14X22+177' - 6 1/4"
FD02
FD02
12K1
12K1
9.3
9.3
1' - 2" 2' - 8"
8"
4' - 9 1/4" 5' - 4 7/8" 5' - 5" 4' - 9"
8"
2' - 10"
1' - 0"
1' - 7"
2' - 11"
1' - 0"4' - 9 1/4" 5' - 4 7/8" 5' - 5" 5' - 5" 2' - 10" 2' - 7"
1' - 11"
1' - 0"
2' - 6"
1' - 0"
4' - 2"
11"
3' - 4 3/8"
3' - 2 5/8"
6' - 7" 1' - 3 1/4"
5' - 5"
1' - 0"
4' - 2"
2
S-411
9.7
9.7
9.4
9.4
C.6 C.6
W27X84
+177' - 8 5/16"
+177' - 10 13/16"
W16X36
+178' - 4 1/16"
+177' - 10 13/16"
W16X36
+178' - 3 1/2"
W16X26
+177' - 8 5/16" +178' - 4"
W30X90
+177' - 8 5/16"
+177' - 10 13/16"
W21X50
+178' - 4 5/8"
+177' - 10 13/16"
W21X48
+178' - 5 3/16"
+178' - 1 7/8"
W21X55
+178' - 7 9/16"
+178' - 4 1/8"
W21X55
+178' - 7 1/16"
+178' - 4"
W24X55
+177' - 3"
+177' - 10 13/16"
W21X48
+177' - 5 1/2"
+177' - 9 13/16"
W21X55
+178' - 1 7/8"
+178' - 2 1/16"
W21X55
+178' - 4 1/8"
+177' - 10 13/16"
W16X36
+177' - 5 1/2"
+177' - 10 13/16"
W21X50
+177' - 5 1/2"
9' - 5 3/8" 11' - 10 1/4" 9' - 8 3/8"
+177' - 11 11/16"
W16X26
+178' - 4"
+177' - 5 1/2"
W24X62
+178' - 6 1/2"
13' - 6" 22' - 8 3/4" 17' - 3 1/4"
17' - 1 7/8"
+178' - 4"
W24X55
+177' - 3" +177' - 3"
W24X55
+178' - 4"
+178' - 6 1/2"
W21X44
+177' - 5 1/2"
W14X22
+178' - 0 13/16"
+178' - 2 1/2"
W8X40
+177' - 11 5/16"
+178' - 6 1/2"
W24X55
+177' - 5 1/2"
+178' - 6 1/2"
W24X55
+177' - 5 1/2"
S-407
5
+178' - 4"
W24X55
+177' - 3" +177' - 3"
W24X55
+178' - 4"
+178' - 6 1/2"
W21X44
+177' - 5 1/2"
+177' - 5 1/2"
W21X44
+178' - 6 1/2"
+178' - 6 1/2"
W24X62
+177' - 5 1/2"
W24X55
+178' - 4"
W30X116
+178' - 4"
+178' - 6 1/2"
W24X62
+177' - 5 1/2"
30K10
+177' - 5 1/2"
W24X62
+178' - 6 1/2"
+177' - 5 1/2"
W24X62
+178' - 6 1/2"
W14X22
+178' - 0 7/16"
22' - 8 3/4" 17' - 3 1/4"
W14X22
+177' - 5 1/2"
W14X22
W14X22
W14X22
+177' - 9 1/16"
W14X22
TYP
W14X22 +178' - 3 3/8"
W14X22
W14X22
+177' - 11 3/4"
W14X22 +177' - 10 5/8"
W14X22
+177' - 7 7/16"
W14X22 W14X22
+177' - 5 1/2"
W24X62
+178' - 6 1/2"
30K10
+177' - 5 1/2"
W24X62
+178' - 6 1/2"
9' - 7" 11' - 2 1/4" 3' - 4" 10' - 4 7/8" 5' - 5 7/8"
W14X22
3
FD02 S-411
4
S-411
5
S-411
EOD
1' - 2 1/2"
EOD
8 1/2"
1
S-411
1
S-411
7
S-411
+177' - 5 1/2"
W21X44
+178' - 6 1/2"
+177' - 5 1/2"
W21X44
+178' - 6 1/2"
+177' - 10 13/16"
W16X36
+177' - 5 1/2"
W14X22
+177' - 9 1/16"
++177' 177' - - 11 10 1/7/8" 8"
+177' - 3"
W14X22
+177' - 5 1/2"
W21X44
+178' - 6 1/2"
+177' - 3"
W14X22
30K9
9' - 8 5/8"
12K1
+178' - 6 1/2"
W21X44
+177' - 5 1/2"
W14X22
W12X40
W12X40
W12X40
W12X40
W12X40
W12X40
S-408
10
S-408
10
S-408
10
S-408
10
S-408
10
S-408
10
34k 37k
34k 36k
13k
34k 36k
28k 31k
10k
10k 10k
10k 10k
78k 81k
74k 75k
15k
25k 26k
25k 23k
24k
10k 14k
21k 21k
17k -10k
25k 24k
17k 17k 22k
19k -10k
21k
32k 32k
19k
34k 33k
35k 33k
35k 33k
35k 32k
23k -10k
23k -10k
16k -10k 10k
12k
12k
10.0k
8' - 5 7/8"
1' - 6"
1' - 4 3/4"
1' - 4 7/8"
1' - 5 1/8"
1' - 0 5/8"
W16X26
+178' - 4"
+177' - 10 13/16"
W16X36
+177' - 5 1/2"
+177' - 11 5/8"
W16X26
+177' - 11 1/16" +178' - 0 1/4"
W16X26
W16X26
+178' - 0 7/8"
+177' - 3"
W14X22
+178' - 6 1/2"
34' - 5 3/8" 5' - 8 7/8" 34' - 4" 5' - 5 7/8"
12' - 7 5/8"
5' - 6 1/2" 5' - 6 1/2"
5' - 0 1/4" 6' - 0 3/4"
2' - 3" 5' - 1" 20' - 7" 5' - 0 1/8" 1' - 6 1/4"
W14X22
+178' - 1 7/8"
W21X55
+178' - 7 5/8" +177' - 9 13/16"
W21X55
+178' - 1 7/8"
23k -10k
+178' - 1 7/16"
W16X26
+178' - 4"
W16X26
+177' - 5 1/2"
8
3k 79k
55k 51k
17k
20k
22k 22k
M=75k ft
@ GRID C
M=140k ft
@ GRID A
12k
12k
12k
12k
12k
12k
12k
12k
HSS 4x4x1/4 WELD TO
TOP OF BM
TYP @ ELEV HOIST BM
23k
28k
5
S-412
5
S-412
12k
+177' - 10 13/16"
W16X36
+178' - 1 7/16"
AXIAL ±12k
(WIND)
AXIAL ±32k
(WIND)
EOS
6"
AXIAL ±38k (SEISMIC)
12' - 9 5/8"
EOD
EOD
1' - 0"
7
S-412
8"
W14X22
W14X22
W14X22
W14X22
W14X22 W14X22
W14X22
W14X22
EOS
6"
W14X22 +178' - 4 3/16"
W14X22
C
9.4 9.7
C.6
RD01
+188' - 0 1/2" W14X22 +187' - 9"
+188' - 0 1/2" W14X22 +187' - 9"
W14X22
+187' - 10"
W14X22
+187' - 6 1/2"
0.34:12
22' - 8 3/4"
EOD
3"
11' - 10 1/4"
EOD
3"
12K1
12K1
EOD
3"
EOD 5' - 8 1/4" 5' - 8 1/4" 5' - 8 1/4" 5' - 8 1/4"
3"
3
S-411
1/ S-503
2/ S-503
3/ S-503
12K1
HSS5X5X3/8
HSS5X5X3/8
HSS5X5X3/8
HSS5X5X3/8
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
R
S
A
STATE OF
860325
N
N
I
D
No.
A
E
N
I
R
M
I
E
D
E
G
N
T
S
E
Y
M
O
C
D
E
c
SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 10:14:41 AM
S-206C
ROOF FRAMING
PLAN - AREA C
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/8" = 1'-0"
ROOF FRAMING PLAN - AREA C
FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS.
2. SEE S-401 FOR GENERAL NOTES AND S-402 SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
PLAN NORTH
0 1' 2' 4' 8' 16'
SCALE: 1/4" = 1'-0" S-206C
ENLARGED FRAMING PLAN 2
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
3 Mill Order Revision 11.20.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
5
5
5
5
5
5
22K7
22K4
22K4
22K4
22K4
22K4
22K4
22K4
22K4
22K4
30K10
30K10
30K10
30K10
30K10
22K7
24K7
24K7
30K10
30K7
30K7
30K7
30K7
30K7
30K7
30K7
30K7
30K7
30K7
30K10
30K10
30K10
30K10
30K7
30K7
30K7
30K7
30K10
30K10
2/ S-501
1/ S-502
FD02
RD01
30K10
30K10
4' - 8" 2' - 8" 5' - 5 1/4" 5' - 4 7/8" 5' - 5" 4' - 9" 6' - 1" 5' - 5" 5' - 2" 4' - 0" 5' - 6 1/2" 5' - 11 1/2" 5' - 2" 5' - 2" 5' - 1 1/2" 5' - 1 1/2" 5' - 1 1/2" 5' - 1 1/2" 5' -
1 1/2"
5' - 5"
W21X44
+177' - 11 1/4"
W30X116
+178' - 4"
W21X44
+178' - 6 1/2"
W21X44
+178' - 6 1/2"
W33X118 +177' - 3"
W27X84
+178' - 4"
W24X94
+178' - 4"
W24X62 +177' - 3"
W30X116
+178' - 4"
W33X118
W30X116 W24X94 +178' - 4"
+178' - 4"
W14X22
W14X22
W24X55
+178' - 4"
W16X26
+178' - 4"
W16X31
+177' - 10"
W24X55
+178' - 4"
W18X35
+177' - 10"
W14X22 +177' - 7 3/16"
W14X22 +177' - 9 5/16"
W14X22 +178' - 4"
W14X22 +178' - 5 5/8"
W14X22
+178' - 1 11/16"
W14X22
+178' - 4 5/16"
W14X22 +178' - 6"
W14X22
+177' - 9 5/8"
W14X22 +177' - 7 1/2"
W14X22
13' - 4 1/2"
9' - 2 5/8"
11' - 1 1/8"
7' - 5 1/8"
4' - 9 1/2"
5' - 4"
7' - 7 3/8"
H.3
H.3
9.3
9.3
W21X44
5' - 3" 5' - 7"
8 5/8"
4' - 8 3/8" 5' - 2"
1' - 10"
6' - 7" 6' - 7"
6"
5' - 2" 5' - 2"
1' - 10 1/8" 4' - 8 1/2" 20' - 7" 5' - 1" 1' - 7"
13' - 3 1/4"
6"
6"
5' - 1"
W21X44
W24X55 W24X55
W14X22
W14X22 W14X22
5' - 5 7/8"
W14X22
W24X62 +178' - 6 1/2"
+177' - 5 1/2"
+178' - 6 1/2"
W24X62
+177' - 5 1/2"
+177' - 5 1/2"
W21X44 +178' - 6 1/2"
+178' - 1 11/16"
W14X22
+177' - 5 1/2"
+178' - 1 11/16"
W14X22
+177' - 5 1/2"
+178' - 6 1/2"
W18X35
+177' - 5 1/2"
+178' - 6 1/2" W18X35
+177' - 5 1/2"
W27X84
+178' - 4"
+177' - 3"
W18X50
+178' - 4" +178' - 4"
W27X94
+177' - 3"
W21X44
+177' - 11 1/4"
+177' - 2"
W21X55
+178' - 4" +177' - 10 7/16"
W30X90
+177' - 2"
+177' - 8 13/16"
W24X55
+177' - 8 1/16"
+178' - 4"
W21X50
+177' - 6 1/16"
+178' - 3 1/4"
W18X35
+178' - 3"
+177' - 10 7/16"
W16X31
+178' - 4"
S-407
5
TYP
12K1
12K1
12K1
12K1
12K1
+178' - 4" W24X55 +177' - 3"
+177' - 5 1/2" W21X55 +178' - 6 1/2"
+177' - 5 1/2" W21X55 +178' - 6 1/2"
W8X40
+178' - 4 7/8"
W12X22
+178' - 3 1/2"
W8X40
+177' - 9 3/4"
W12X22
+178' - 0 5/16"
W8X40
+177' - 6 7/8"
W12X22
+177' - 9 7/16"
W8X40
+177' - 4"
W12X22
+177' - 6 1/4"
FD02
W14X22
+178' - 4"
W14X22
+177' - 9 5/16"
+178' - 6 1/2"
W14X22
+178' - 3 3/16"
+177' - 3" W24X55 +178' - 4"
+177' - 5 1/2"
W21X44
+178' - 6 1/2"
+178' - 6 1/2"
W14X22
+178' - 2 7/8"
+178' - 6 1/2"
W14X22
+178' - 2 7/8"
+178' - 6 1/2"
W14X22
+178' - 2 7/8"
+178' - 6 1/2"
W14X22
+178' - 2 7/8"
1' - 0" 4' - 10" 5' - 8" 5' - 8" 5' - 11" 5' - 9" 13' - 10" 4' - 9 5/8" 6' - 6 3/8" 6' - 7 5/8" 5' - 0 3/8" 5' - 2" 5' - 2" 5' - 2" 5' - 2" 5' - 2" 5' - 2"
2' - 4" 5' - 4" 4' - 5" 4' - 5" 4' - 5" 4' - 5" 5' - 5" 4' - 4 1/2" 4' - 10 1/2"
5' - 2 1/2" 6' - 6 1/2" 20' - 7" 7' - 8" 12' - 3 1/2"
4
S-503
+177' - 5 1/2" W21X44 +178' - 1 5/16"
+177' - 4 1/2"
W21X44
+177' - 5 1/2"
1
S-411
1
S-411
1
S-411
EOD
1' - 2 1/2"
RD01
W12X40
COL ABV
S-408
15
W12X40
COL ABV
S-408
10
W12X40
S-408
15
W12X40
S-408
15
COL ABV
COL ABV
W12X40
S-408
10
COL ABV
W12X40
S-408
10
COL ABV
S-408
10
W12X40
COL ABV
S-408
15
W12X40
COL ABV
W12X40
W12X40
S-408
10
S-408
10
+177' - 5 1/2"
10k
34k 42k
79k
80k
18k 16k
18k 16k
28k 29k
28k 30k
35k 33k
10k 10k
10k
10k
42k 67k
48k
38k 54k
22k 22k
20k 19k
46k 50k
22k
21k
34k 37k
16k 14k
27k 15k
10k
78k 81k
10k
37k 36k
27k 27k
12k
12k
24k
26k
10k 10k
16k
21k
10k
22k 24k
15k
17k
35k 32k
10k
27k 28k
25k 24k
17k 20k
+178' - 6 1/2" 10k
W18X35
+177' - 5 1/2"
+178' - 6 1/2"
W18X35
+177' - 5 1/2"
7' - 0" 3' - 4" 5' - 2" 4' - 8" 10' - 10"
2' - 6 3/4" 5' - 9 1/2" 5' - 3 1/2"
5' - 2 1/2" 47' - 0 7/8"
6' - 2 3/8" 47' - 0 7/8" 19' - 0 3/4"
+177' - 3"
5' - 5 7/8"
5' - 6 1/2" 5' - 6 1/2"
+178' - 6 1/2"
W24X62
+177' - 5 1/2"
+178' - 6 1/2"
W24X62
+177' - 5 1/2"
51k 63k 57k
+178' - 6 1/2"
W14X22
+177' - 5 1/2"
W21X44
+178' - 6 1/2"
5
S-411
61k 47k
5
S-411
4
S-411
2
S-411
1
S-411
AXIAL ±118k (SEISMIC) AXIAL ±30k (SEISMIC)
AXIAL ±118k (SEISMIC) AXIAL ±30k (SEISMIC)
AXIAL ±76k (SEISMIC)
AXIAL ±76k (SEISMIC)
9' - 6 1/4"
EOD
7
S-412
8"
8"
7
S-412
W14X22 +177' - 7 11/16"
W14X22
W14X22
W14X22
W14X22
3' - 7 1/2"
W14X22 +177' - 8 1/8"
W14X22 W14X22
W14X22
W14X22
EOS
6"
W14X22
25k
W14X22
W12X53
W12X53
4' - 1 1/2"
S
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R
O
C
P
R
O
F
E
.
A
I
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N
N
I
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L
A
E
R
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S
A
STATE OF
860325
N
N
I
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No.
A
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N
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SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 11:43:07 AM
S-206B
ROOF FRAMING
PLAN - AREA B
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/8" = 1'-0"
ROOF FRAMING PLAN - AREA B FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS.
2. SEE S-401 FOR GENERAL NOTES AND S-402 SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
PLAN NORTH
0 1' 2' 4' 8' 16'
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
3 Mill Order Revision 11.20.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
5
5
5 5
5
5
5
5
5
5
30K9
172' - 4"
EOD
1' - 0"
10' - 9" 12' - 4" 40' - 0" 40' - 0" 40' - 0" 40' - 0"
73' - 0"
11' - 0" 31' - 0" 31' - 0"
RD01
1
S-301
1
S-301
30K10
12K1
12K1
12K1
12K1
12K1
12K1
2.5K3
W12X53
1/ S-501
30K10
30K10
30K10
30K10
30K10
30K10
EOD
1' - 2 1/2"
5' - 8 3/8" 5' - 3 5/8" 5' - 2" 5' - 2" 5' - 2" 5' - 2" 5' - 2" 5' - 2" 5' - 2"
2' - 4 1/8"
2' - 9 7/8" 5' - 2" 5' - 2" 5' - 2" 5' - 2" EOD
1' - 2 1/2"
W21X44
+178' - 6 1/2"
W21X44
+178' - 6 1/2"
W21X44
+178' - 6 1/2"
W21X44
+178' - 6 1/2"
W24X68
+178' - 6 1/2"
W21X44
+178' - 6 1/2"
W24X55
+178' - 4"
W30X99
+177' - 3"
W24X76
+178' - 4"
W24X68
+177' - 9 1/2"
W33X118
+177' - 3"
30K10 30K10 30K10
+177' - 9 1/2"
W14X22
W24X68
+178' - 6 1/2"
W14X22
+177' - 7 3/16"
FD02
FD02
12K1
12K1
W21X44
+178' - 6 1/2"
1
S-411
H.3
H.3
30K10
W21X44
+178' - 0"
W21X44
+177' - 10 3/4" +177' - 10 3/4"
1' - 1" 4' - 7" 5' - 11" 5' - 9" 5' - 8 3/8" 5' - 3 5/8"
1' - 0"
4' - 2" 3' - 11 3/4" 6' - 5 3/4" 7' - 2" 3' - 0 1/2" 5' - 2"
1' - 0"
3' - 6" 5' - 8" 5' - 11" 5' - 9" 3' - 0"
2' - 8 3/8" 1' - 9 5/8"
1' - 0"
3' - 6"
2' - 4"
2' - 2"
3' - 6" 5' - 8" 5' - 11" 5' - 9" 3' - 0"
1' - 0"
1' - 0"
3' - 6" 3' - 6"
1' - 0" 4' - 10" 5' - 8" 5' - 8" 5' - 11" 5' - 9"
6"
4' - 6" 3' - 6" 3' - 6"
+177' - 3"
W24X55
+178' - 4"
+177' - 5 1/2"
W8X40
+177' - 4"
W12X22
+177' - 6 1/4"
W14X22
+178' - 4"
W24X55
+177' - 3"
+177' - 5 1/2"
+177' - 5 1/2"
W24X62
+178' - 6 1/2"
+177' - 5 1/2"
W21X44
+178' - 6 1/2"
+178' - 6 1/2"
W21X44
+177' - 5 1/2"
+178' - 6 1/2" W24X62 +177' - 5 1/2"
+177' - 3"
W14X22
+178' - 0 15/16"
W14X22
+178' - 0 15/16"
W14X22
W14X22
W14X22
+178' - 2 5/8"
W14X22
+178' - 4 3/8"
W14X22
W30X116
+178' - 4"
+178' - 6 1/2"
W24X62
+177' - 5 1/2"
+177' - 5 1/2" W24X62 +178' - 6 1/2"
+177' - 5 1/2"
W21X44
+178' - 6 1/2"
W14X22
W14X22
+177' - 11 1/8"
W14X22
+177' - 9 1/8"
W14X22
+178' - 6 1/2"
W21X44
+177' - 5 1/2"
+178' - 4"
W24X55
+177' - 3"
W24X55
+178' - 4"
W24X55
+178' - 4"
+178' - 6 1/2" W24X62 +177' - 5 1/2"
+178' - 6 1/2" W24X62 +177' - 5 1/2"
W14X22
+178' - 0"
W14X22
+177' - 10 1/8"
W14X22 W14X22
W14X22
+178' - 2 13/16"
W14X22
W24X62
+178' - 4"
+177' - 3"
W24X55
+178' - 4"
S-407
TYP 5
+178' - 2 1/8"
W16X26
+178' - 4"
+177' - 5 1/2"
W24X62
+178' - 6 1/2"
+178' - 4"
W24X55
+177' - 3"
W16X31
+178' - 6 1/2"
W16X31
+178' - 6 1/2"
W24X55
+177' - 3"
W16X26
+177' - 3"
+178' - 6 1/2"
W16X26
+178' - 6 1/2"
W16X26
W16X26
+178' - 4"
+178' - 2 3/16"
W16X31
+178' - 3 5/8"
+177' - 9 13/16"
W16X31
W16X26
+178' - 4"
+177' - 5 1/2"
W16X26
+178' - 0"
+177' - 5 1/2"
W16X26
+178' - 0"
+177' - 5 1/2"
W16X26
+178' - 0"
+178' - 0"
W16X26
+177' - 5 1/2"
W16X26
+178' - 4"
W16X26
+178' - 4 1/2"
W16X26
+178' - 5"
W16X26
+178' - 5 1/2"
+178' - 4"
W24X76
+177' - 9 1/2"
W16X26
+177' - 9 1/2"
+178' - 1 13/16"
W16X31
+178' - 6 1/8"
+178' - 2 1/8"
W16X31
+178' - 6 3/16"
7
S-411
+177' - 5 1/2"
W21X44 +178' - 6 1/2"
+177' - 5 1/2" W21X44 +178' - 6 1/2"
13' - 6"
1
S-411
EOD
8 1/2"
EOD
1' - 2 1/2"
12K1
S-408
10
W12X40
COL ABV
S-408
10
S-408
10
S-408
10
S-408
10
S-408
10
S-408
10
S-408
10
W12X40
W12X40
W12X40
W12X40
W21X44
COL ABV
COL ABV
COL ABV
COL ABV
W12X40
W12X40
COL ABV
COL ABV
W12X40
COL ABV
10k -10k
14k -10k
14k -10k
10k -10k
12k -10k
11k -10k
10k -10k
10k 10k
10k 10k 17k 24k
10.0k
21k 21k
10k
10k
10k 10k
20k 20k
10.0k
10.0k
10k 10k
10k 10k
13k
10k
28k 30k
10.0k
56k 52k
10k 10k
27k 28k
27k 28k
34k 33k
10k 10k
34k
36k
10k 10k
71k 74k
21k 17k
20k 17k
10.0k
35k 33k
10k 10k
34k 36k
10k
63k 67k
17k 11k
18k 11k
10.0k
35k
33k
10k 10k
10k 10k
10k
34k 42k
79k
80k
18k
18k
28k
28k
35k 33k
10k
10k
10k
10k
10k
1' - 0 1/8"
1' - 4 5/8"
1' - 4 5/8"
1' - 4 5/8"
1' - 5 5/8"
4' - 4 1/8"
+178' - 1 15/16"
W16X26
+178' - 1 3/8"
W16X26
+178' - 2 7/16"
W14X22
11' - 3 7/8" 46' - 0 7/8" 10' - 8 3/8" 34' - 0" 17' - 10 3/4"
11' - 3 7/8" 14' - 3 3/4" 5' - 0 1/2" 9' - 3 3/4" 11' - 3 1/4" 5' - 1 1/4"
1' - 0 3/8"
10' - 8 3/8" 10' - 1 1/8" 1' - 9 5/8" 8' - 5 1/8" 3' - 4" 10' - 4 1/8" EOS
0"
11 3/8"
8 3/8" 6' - 1 7/8" 5' - 10 1/8"
W14X22
+178' - 5 1/8"
W14X22
+178' - 4 1/4"
W14X22
W14X22
3' - 6" 6' - 0 5/8" 8 7/8"
9 1/2"
2' - 6 3/4"
2' - 6 3/4" 5' - 9 1/2" 5' - 3 1/2"
5' - 2 1/2"
+177' - 9 13/16"
W16X31
+178' - 2 1/8"
W16X31
+178' - 6 3/16"
14k -10k
M=60 k ft
@ GRID 1
M=75 k ft
@ GRID 3
21k 21k
2
S-411
5
S-411
4
S-411
+177' - 5 1/2"
+177' - 5 1/2"
+178' - 2 15/16"
W16X26
+178' - 3 7/16"
W16X26 W16X26
+178' - 3 13/16"
EOD
1' - 0"
AXIAL ±32k (WIND)
AXIAL ±12k (WIND)
AXIAL ±38k (SEISMIC)
1
S-411
W14X22
W14X22
(TYP)
6" EOS
+177' - 8 7/8"
W14X22
W14X22
W14X22
W14X22
W14X22
W14X22
+177' - 7 11/16"
W14X22
W14X22
W14X22
W14X22
+178' - 3"
W14X22
8 5/8" 5' - 9 1/8" 6' - 0 7/8" 1' - 1 1/8"
1' - 6 1/2" 4' - 3" 3' - 9"
6"
1' - 0 1/2"
3
3 2
2
3 2 3
3
2
2
1
3
2
3 3
2
2
3 2 3
2
1 = 11 PSF
2 = 22 PSF
3 = 33 PSF
31.6' - TYP
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
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S
A
STATE OF
860325
N
N
I
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No.
A
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SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/15/2017 9:09:11 AM
S-206A
ROOF FRAMING
PLAN - AREA A
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/8" = 1'-0"
ROOF FRAMING PLAN - AREA A FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS.
2. SEE S-401 FOR GENERAL NOTES AND S-402 SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
PLAN NORTH
0 1' 2' 4' 8' 16'
SCALE: NTS
WIND NET UPLIFT DIAGRAM (ASD)
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
3 Mill Order Revision 11.20.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
6 Addendum #2 12.19.17
6
W16X26 (9)
W30X90 (36)
W24X94
W24X76
W16X26 (9)
W21X44
W30X90
W16X26
W30X90
W30X90
W24X94
W24X94
W24X76
W24X76
W21X44
W16X26 W16X26
W16X26
W24X94 W24X94
W16X26 W16X26 W16X26
W16X26
2/ S-502
7' - 3 3/8" 10' - 9 3/8" 11' - 3 3/8" 20' - 10" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" EOS
1' - 2 1/2"
7' - 4 3/8" 32' - 7 5/8"
EOS
10"
EOS
4 3/8"
W18X35 (18)
W21X44 (20) C=1 1/4"
3' - 6" 4' - 10 1/8" 5' - 5 7/8" 10' - 4" 4' - 6 1/8" 5' - 9 7/8"
11' - 0" 31' - 0" 31' - 0"
EOS
1' - 2 1/2"
11' - 0" 10' - 4" 10' - 4" 5' - 5 1/8" 4' - 10 7/8" 10' - 4" 10' - 4" 10' - 4" EOS
1' - 2 1/2"
W21X55 (24) C=3/4"
W16X26 (12) C=3/4"
W21X55 (24) C=3/4"
W21X44 (20) C=1"
W16X26
W14X22
W14X22 (10)
W21X55 (24) C=3/4"
W21X55 (24) C=3/4"
W18X35 (16) C=3/4"
W18X35 (16) C=3/4"
W21X44 (20) C=1 1/4"
11' - 0" 9' - 0 5/8" 6' - 3 1/2" 6' - 4 1/4" 3' - 10 5/8" 5' - 5"
30' - 3 3/8" 9' - 8 5/8" 18' - 7 1/2" 21' - 4 1/2"
W24X62
W24X76
9.3
9.3
W21X55 (24) C=1" W21X44 (24) C=3/4" W21X
55 (24) C=1"
W24X62
W21X62 (31)
4' - 8" 3' - 6" 3' - 10" 3' - 6" 3' - 10" 3' - 6" 6' - 6" 7' - 0" 4' - 10 1/8"
4' - 8" 3' - 6" 3' - 10" 3' - 6" 3' - 10" 3' - 6" 6' - 6" 12' - 6 5/8" 6' - 3 7/8" 6' - 3 7/8" 3' - 5 3/4" 5' - 9 7/8"
1' - 0" 10' - 0" 9' - 0 5/8"
11
S-410
11
S-410
9
S-410
11
S-410
10
S-410
EOS 13' - 6"
8 1/2"
W16X26 W16X26 W16X26
EOS
6"
EOS
6"
EOS
6"
EOS
10 3/4"
EOS
7 1/8"
EOS
7 1/8"
EOS
6"
EOS
6"
EOS
6"
3
S-410
TYP
23k
21k
19k
62k 66k
21k 19k
65k 60k
20k
32k
64k 59k
30k
22k 24k
77k 58k
22k 24k
41k 22k 24k 24k
25k
24k 24k
47k 22k 26k 24k 19k
26k 24k
34k 10k
10k 10k
27k 28k
10k 10k
27k
27k 27k
84k 92k
26k 24k
23k 23k
86k 83k
28k 28k
71k 74k
54k -10k
57k 88k
30k 30k
57k 66k
17k 19k 29k 31k 28k
31k 21k
21k 22k
28k
23k 25k
10k 10k
26k
30k
13k 13k
57k -10k 21k 21k 32k 32k
14k 14k
10k 10k
24k
22k
25k
59k -12k 20k 20k 32k 32k
21k 21k 21k 21k
32k 21k 25k
35k -10k
38k -10k
65k 65k
26k 26k
33k 33k
26k 26k
59k 59k
26k 26k
59k 59k
32k 32k
59k 59k
26k
59k 58k
66k -15k 32k 32k 32k 32k 32k 32k 32k 32k 32k
66k -15k 32k 32k 32k 32k 32k 32k 32k 32k 31k
25k
47k -10k 26k 26k 26k 26k 26k 26k 26k 26k
W21X44 (20) C=1"
7' - 7 1/4"
1' - 5 7/8"
1' - 4 1/2"
1' - 4 5/8"
8 3/4"
EOS
1' - 0"
M=150k ft
@ GRID C
16k
28k
16k
41k
37k
M=300k ft
@ GRID A
34k
34k
34k
34k
34k
34k
34k
34k
34k
AXIAL ±14k
(SEISMIC)
AXIAL ±40k
(SEISMIC)
2' - 1"
EOS
7
S-412
S
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P
R
O
F
E
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A
I
G
N
N
I
O
L
A
E
R
E
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S
A
STATE OF
860325
N
N
I
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No.
A
E
N
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SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 10:07:26 AM
S-205C
FIFTH FLOOR
FRAMING PLAN -
AREA C
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/8" = 1'-0"
FIFTH FLOOR FRAMING PLAN - AREA C
PLAN NORTH
0 1' 2' 4' 8' 16'
FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL DRAWINGS.
2. SEE S-401 FOR GENERAL NOTES AND S-402 SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
5. FIFTH FLOOR TOP OF STEEL (T/STL): 162'-6", UNO.
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
3 Mill Order Revision 11.20.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
5
W33X141 (32) C=3/4"
W21X44 (20) C=3/4"
W21X44 (20) C=1"
W21X44 (20) C=1 1/4"
W18X35 (16)
W18X35 (16) C=3/4"
W18X35 (16) C=3/4"
W24X76 (36)
HSS16X8X3/8
HSS16X8X3/8
W24X62 (28) C=1"
W24X62 (28) C=1"
W24X62 (28) C=1"
W24X68 (28)
W24X62 (28)
W24X62 (28)
W24X146 (21)
W24X62 (28) C=1"
W24X62 (28) C=1"
W21X44 (20)
W21X44 (20)
W21X44 (20)
W21X44 (20)
W21X44 (20)
W21X44 (20)
W21X44 (21)
2/ S-501
1/ S-502
EOS
1' - 2 1/2"
9' - 0" 7' - 4" 6' - 6" 4' - 2 3/8" 9' - 2 1/4" 6' - 6 3/8" 8' - 7" 8' - 7" 4' - 5" 10' - 4" 10' - 4" 10' - 4"
6' - 6"
8' - 2" 7' - 4" 7' - 4" 6' - 6" 10' - 6" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" EOS
1' - 2 1/2"
10' - 9 3/8"
5/8"
10' - 8 5/8"
1 3/8"
4' - 8" 6' - 0" 6"
10' - 6" 10' - 4" 10' - 4" 10' - 4"
32' - 7 5/8" 7' - 4 3/8"
EOS
1' - 1"
W24X76 (36)
W18X35 (16)
W18X35 (16)
W21X44
W21X55 (24) C=1"
W18X35 (16) C=3/4"
W21X55 (24) C=1"
W18X35 (8)
W18X35 (16) C=3/4"
W21X44 (20) C=1 1/4"
W21X44 (20) C=3/4"
W14X22 W14X22
W14X22
W14X22
W21X44 (20)
W18X35 (8)
12' - 6 3/8"
8' - 4 1/2"
10' - 2"
6' - 6"
3' - 10 7/8"
6' - 7 7/8"
4' - 4 1/2"
H.3
H.3
9.3
9.3
W21X44 (20) C=3/4"
7' - 3 3/8"
10 5/8"
7' - 4"
2' - 6 5/8"
4' - 9 3/8" 6' - 6" 10' - 6" 7' - 10 1/8" 8' - 7 1/2" 8' - 8 1/2" 5' - 9 7/8"
4
S-503
8
S-410
8
S-410
11
S-410
11
S-410
11
S-410
(TYP)
BP1
EOS
6"
4' - 8 3/8" 6' - 3 3/4" 2' - 10 1/2" 6' - 6 3/8" EOS
6"
7' - 5 5/8"
EOS
6"
2' - 3 3/8" 9' - 9 5/8" 8' - 10" 9' - 9 5/8" 9' - 3 3/8"
EOS
6"
EOS
6"
EOS
6"
EOS
6"
W12X22
+163' - 0 5/16"
W12X22
+163' - 0 5/16"
W24X62 (14)
36' - 11" 5' - 1"
EOS
6"
3
S-410
EOS
6"
TYP
21k
24k
24k
24k
27k
30k
32k
32k
32k
32k
32k
26k
63k 66k
22k
24k
26k 28k
26k 26k
23k 23k
81k 90k
19k 19k
13k 16k
17k 20k
26k 30k
23k 23k
23k 27k
59k 59k
24k 24k
32k 32k
32k 32k
26k 26k
10k 10k
10k 10k
10k 10k
10k 10k
13k 13k
82k 128k
25k
23k
81k 82k
84k 84k
43k 43k
82k 81k
46k
45k
21k
62k 66k
30k 31k 27k 27k 34k 34k 26k 25k
24k
24k
25k 25k 27k 27k 34k 34k 25k 25k
24k 19k 19k
27k 27k 35k 35k 25k 24k
27k 27k
27k
84k 92k
31k 28k 28k 27k 27k 34k 34k
56k 56k
24k 23k
52k 52k
29k
29k
28k 32k
14k 14k
32k 26k 26k 33k 33k 23k 22k
24k 24k
32k 26k 26k 33k 33k 22k 22k
25k 29k
32k 26k 26k
59k 58k
26k 26k
47k 55k
35k 48k
40k 53k
29k 43k
10k
10k
32k 32k 32k 26k 26k 30k 30k
10k
10k
32k 31k 29k 22k 22k 23k 21k
50k
23k
16k
16k
23k
25k
26k
23k 21k
44k
51k
54k
52k
AXIAL ±159k (SEISMIC) AXIAL ±60k (SEISMIC)
11
S-410
AXIAL ±159k (SEISMIC) AXIAL ±60k (SEISMIC)
AXIAL ±76k (SEISMIC)
AXIAL ±76k (SEISMIC)
1' - 3 7/8"
EOS
1' - 4 3/4"
5' - 3 1/8"
EOS
2' - 1"
EOS
4' - 7"
1' - 7 1/4" 8' - 6 3/4"
W14X22 W14X22 W14X22 W14X22
W14X22 W14X22 W14X2
2
5' - 0"
5' - 0"
7
S-410
SIM
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
R
S
A
STATE OF
860325
N
N
I
D
No.
A
E
N
I
R
M
I
E
D
E
G
N
T
S
E
Y
M
O
C
D
E
c
SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 11:40:16 AM
S-205B
FIFTH FLOOR
FRAMING PLAN -
AREA B
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/8" = 1'-0"
FIFTH FLOOR FRAMING PLAN - AREA B
PLAN NORTH
0 1' 2' 4' 8' 16'
FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL DRAWINGS.
2. SEE S-401 FOR GENERAL NOTES AND S-402 SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
5. FIFTH FLOOR TOP OF STEEL (T/STL): 162'-6", UNO.
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
3 Mill Order Revision 11.20.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
5
5
5
5
W21X55 (24) C=1"
W21X55 (24) C=1"
W16X26 (9)
W16X26 (9)
W21X62 (31)
W21X62 (31)
W21X44 (20) C=1"
W27X84 (34)
W16X26 W24X76 (40)
W24X55
W24X55
W18X40
W21X50
W27X84 (34)
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W18X40
W24X55
W24X55
W18X40
W16X26
W24X55
W21X50
W18X40
W16X26 W16X26 W16X26
W16X26
W24X55
W24X55 W24X55
W16X26 W16X26 W16X26
1/ S-501
4' - 8" 7' - 4" 6' - 4"
1' - 0"
10' - 0" 2' - 10" 6' - 3 3/4" 12' - 5 1/2" 4' - 11 7/8"
1' - 2 1/4"
10' - 4"
EOS
6"
EOS
6"
8 1/4" 5 1/4" EOS
6"
W16X31
W21X44 (20) C=1"
W14X22
W21X44 (20) C=1 1/4"
8' - 2" 7' - 4" 7' - 4" 6' - 6" 10' - 6" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" EOS
1' - 2 1/2"
EOS
1' - 2 1/2"
T/SLAB +163' - 0"
6' - 7 1/8" 7' - 0" 7' - 9 3/8"
H.3
H.3
W21X55 (24) C=3/4" W21X55 (24) C=3/4" W21X55 (24) C=1"
4' - 8" 3' - 6" 3' - 10" 3' - 6" 3' - 10" 3' - 6" 6' - 6" 7' - 0"
4' - 8" 3' - 6" 3' - 10" 3' - 6" 3' - 10" 3' - 6" 6' - 6" 3' - 6" 2' - 10" 6' - 3 3/4"
W21X62
W24X76
W21X62
W16X26 W16X26 W16X26
EOS 13' - 6"
8 1/2"
10
S-410
11
S-410
9
S-410
11
S-410
11
S-410
11
S-410
11
S-410
2' - 3 3/8"
EOS
6"
W14X22
W14X22
W16X31
W14X22
W14X22
EOS
9 1/4"
EOS
6"
3
S-410
28k -10k
50k -10k
50k -10k
35k -10k
43k -10k
41k 10k
37k 10k
23k 10k
10k 10k 43k 67k 52k 52k
10k 10k
27k 28k
33k 33k
32k 32k
32k 32k
34k 34k
32k 32k
32k 32k
32k 32k
26k 26k
32k
20k
41k 24k
47k 23k
65k 56k
26k 24k
65k 62k
22k 22k
16k 18k
22k 29k
24k 28k
59k 59k
24k 24k
32k 32k
32k 32k
26k 26k
65k 60k
19k 21k
22k 24k
24k 24k
26k 24k
80k 71k
23k 23k
24k 26k
32k 32k
32k 32k
59k 59k
32k 32k
32k 32k
32k 32k
26k 26k
66k 61k
19k 21k
22k 24k
24k 24k
26k 24k
86k 77k
27k 27k
29k 30k
32k 32k
32k 32k
59k 59k
32k 32k
32k 32k
32k 32k
26k 26k
63k 66k
22k
26k
26k
23k
81k 90k
19k
13k
17k
26k
23k
23k
59k 59k
24k
32k
32k
26k
10k 10k
10k 10k
10k 10k
10k 13k
13k 20k
5' - 11 1/16"
4' - 4 15/16"
8 5/8"
1' - 4 3/4"
1' - 4 5/8" 1' - 5 3/4"
3' - 4 1/4"
EOS
1' - 0"
10' - 4" 10' - 4" 5' - 5 1/8" 4' - 10 7/8"
W16X26
M=175 k ft
@ GRID 1
26k
26k
26k
26k
26k
26k
26k
28k
16k
16k
26k
26k
36k
36k
M=150 k ft
@ GRID 3
AXIAL ±40k (SEISMIC)
AXIAL ±14k
(SEISMIC)
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
R
S
A
STATE OF
860325
N
N
I
D
No.
A
E
N
I
R
M
I
E
D
E
G
N
T
S
E
Y
M
O
C
D
E
c
SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/4/2017 11:58:54 AM
S-205A
FIFTH FLOOR
FRAMING PLAN -
AREA A
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/8" = 1'-0"
FIFTH FLOOR FRAMING PLAN - AREA A FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL DRAWINGS.
2. SEE S-401 FOR GENERAL NOTES AND S-402 SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
5. FIFTH FLOOR TOP OF STEEL (T/STL): 162'-6", UNO.
PLAN NORTH
0 1' 2' 4' 8' 16'
4
4
4
4
4
4
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
3 Mill Order Revision 11.20.17
4 State Design Release 12.04.17
4
4
4
4
W16X26 (9)
W30X90 (34)
W24X55
W24X55
W16X26 (9)
W18X35
W24X68
W16X26
W24X68
W24X68
W24X68
W24X55
W24X55
W24X55
W18X35
W16X26 W16X26 W16X26 W16X26
W16X26
W24X55 W24X55
W16X26 W16X26
2/ S-502
7' - 3 3/8" 10' - 9 3/8" 11' - 3 3/8" 20' - 10" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" EOS
1' - 2 1/2"
7' - 4 3/8" 32' - 7 5/8"
EOS
10"
EOS
4 3/8"
11' - 0" 31' - 0" 31' - 0"
EOS
1' - 2 1/2"
11' - 0" 9' - 0 5/8" 5' - 2 1/4" 6' - 5 1/8" 10' - 4" 10' - 4" 10' - 4" 10' - 4" EOS
1' - 2 1/2"
W18X35 (18)
W21X44 (20) C=1" W21X44 (20) C=1 1/4"
W21X55 (24) C=3/4"
W16X26 (12) C=3/4"
W21X55 (24) C=3/4"
W21X62
W24X76
W16X26
W21X55 (24) C=3/4"
W14X22
W14X22 (10)
W21X55 (24) C=3/4"
W21X44 (20) C=1"
W18X35 (16) C=3/4"
W18X35 (16) C=3/4"
W21X44 (20) C=1 1/4"
11' - 0" 9' - 0 5/8" 6' - 3 1/2" 6' - 4 1/4" 3' - 10 5/8" 5' - 5"
30' - 3 3/8" 9' - 8 5/8" 18' - 7 1/2" 21' - 4 1/2"
9.3
9.3
W21X55 (24) C=1" W21X55 (24) C=3/4" W21X55
(24) C=1"
W21X62
4' - 8" 3' - 6" 3' - 10" 3' - 6" 3' - 10" 3' - 6" 6' - 6" 7' - 0" 4' - 10 1/8" 5' - 5 7/8" 10' - 4" 4' - 6 1/8" 5' - 9 7/8"
4' - 8" 3' - 6" 3' - 10" 3' - 6" 3' - 10" 3' - 6" 6' - 6" 12' - 6 5/8" 6' - 3 7/8" 6' - 3 7/8" 3' - 5 3/4" 5' - 9 7/8"
4' - 8" 7' - 4" 6' - 4"
1' - 0"
10' - 0"
D.5 D.5
11
S-410
11
S-410
9
S-410
11
S-410
10
S-410
W16X26 W16X26 W16X26
EOS 13' - 6"
8 1/2"
EOS
6"
EOS
6"
EOS
6"
EOS
6"
EOS
7 1/8"
EOS
7 1/8"
EOS
10 3/4"
EOS
6"
EOS
6"
3
S-410
TYP
23k
21k
19k
62k 66k
21k 19k
65k 60k
20k
32k
64k 59k
30k
22k 24k
77k 58k
22k 24k
41k 22k 24k 24k
25k
24k 24k
47k 22k 26k 24k 19k
26k 24k
31k 10k
10k 10k
27k 28k
10k 10k
27k
27k 27k
84k 92k
26k 24k
23k 23k
86k 83k
28k 28k
71k 74k
48k 10k
53k 55k
30k 30k
57k 66k
17k 19k 29k 31k 28k
31k 21k
21k 22k
28k
23k 25k
10k 10k
26k
30k
13k 13k
45k -10k
21k 21k 32k 32k
14k 14k
10k
24k
28k -10k
22k
25k
34k -10k 20k 20k 32k 32k
21k 21k 21k 21k 32k 21k 25k
55k -10k
55k 55k
26k 26k
35k 35k
26k 26k
59k 59k
26k 26k
59k 59k
32k 32k
59k 59k
26k
59k 59k
55k -10k 32k 32k 32k 32k 32k 32k 32k 32k 32k
55k -10k 32k 32k 32k 32k 32k 32k 32k 32k 31k
25k
38k -10k 26k 26k 26k 26k 26k 26k 26k 26k
W21X62 (31)
6' - 10 1/4"
1' - 5 3/4"
1' - 2 1/2"
8 3/8"
EOS
1' - 0"
M=150k ft
@ GRID C
16k
28k
16k
42k
39k
M=210k ft
@ GRID A
28k
28k
28k
28k
28k
28k
28k
28k
28k
AXIAL ±12k
(SEISMIC)
AXIAL ±33k
(SEISMIC)
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
R
S
A
STATE OF
860325
N
N
I
D
No.
A
E
N
I
R
M
I
E
D
E
G
N
T
S
E
Y
M
O
C
D
E
c
SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 10:07:26 AM
S-204C
FOURTH FLOOR
FRAMING PLAN -
AREA C
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/8" = 1'-0"
FOURTH FLOOR FRAMING PLAN - AREA C
PLAN NORTH
0 1' 2' 4' 8' 16'
FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL DRAWINGS.
2. SEE S-401 FOR GENERAL NOTES AND S-402 SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
5. FOURTH FLOOR TOP OF STEEL (T/STL): 147'-2", UNO.
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
3 Mill Order Revision 11.20.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
5
W21X44 (20) C=1"
W21X44 (20) C=1 1/4"
W24X76 (36)
W24X62 (14)
HSS16X8X3/8
HSS16X8X3/8
W24X62 (28) C=1"
W24X62 (28) C=1"
W24X62 (28) C=1"
W24X68 (28)
W24X62 (28) C=1"
W24X62 (29) C=3/4"
W24X76 (21)
W24X62 (28) C=1"
W24X62 (28) C=1"
W18X35 (30)
W21X44 (20)
W21X44 (20)
W21X44 (20)
W21X44 (20)
W21X44 (20)
W21X44 (20)
W21X44 (21)
2/ S-501
1/ S-502
EOS
1' - 2 1/2"
6' - 6" 9' - 0" 7' - 4" 6' - 6" 4' - 2 3/8" 9' - 2 1/4" 6' - 6 3/8" 8' - 7" 8' - 7" 4' - 5" 10' - 4" 10' - 4" 10' - 4"
8' - 2" 7' - 4" 7' - 4" 6' - 6" 10' - 6" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" EOS
1' - 2 1/2"
10' - 9 3/8"
5/8"
10' - 8 5/8"
1 3/8"
4' - 8" 6' - 0" 6" 10' - 6" 10' - 4" 10' - 4" 10' - 4"
32' - 7 5/8" 7' - 4 3/8"
EOS
1' - 1"
W18X35 (8)
W18X35 (16) C=3/4"
W21X44 (20) C=1 1/4"
W14X22 W14X22
W14X22
W21X44 (20)
W14X22
W18X35 (8)
W18X35 (16) C=3/4"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X44 (15)
W18X35 (17)
W18X35 (16)
W18X35 (16) C=3/4"
W18X35 (16) C=3/4"
W18X35 (16) C=3/4"
11' - 8 3/4"
7' - 6 1/4"
9' - 3 3/8"
5' - 7 3/8"
2' - 11 3/4"
3' - 5 1/2"
5' - 8 7/8"
W12X53
W12X53
W12X53
W12X53
W12X53
W12X53
SLANTED COL #1
SLANTED COL #2
SLANTED COL #3
SLANTED COL #4
SLANTED COL #5
SLANTED COL #6
H.3
H.3
9.3
9.3
W21X44 (20) C=3/4"
7' - 3 3/8"
10 5/8"
7' - 4"
2' - 6 5/8"
4' - 9 3/8" 6' - 6" 10' - 6" 7' - 10 1/8" 8' - 7 1/2" 8' - 8 1/2" 5' - 9 7/8"
4
S-503
11
S-410
8
S-410
8
S-410
11
S-410
11
S-410
11
S-410
W12X22
+147' - 8 5/16"
W12X22
+147' - 8 5/16"
(TYP)
BP1
EOS
6"
EOS
6"
6' - 6 3/8"
2' - 10 5/8"
6' - 3 5/8"
2' - 3 3/8" 9' - 9 5/8" 8' - 10" 9' - 9 5/8" 9' - 3 3/8"
EOS
6"
EOS
6"
EOS
6"
EOS
6"
EOS
6"
EOS
6"
EOS
6"
EOS
6"
5' - 2 7/8"
2' - 9 1/8" 7' - 6 7/8" 3
S-410
EOS
6"
TYP
21k
24k
24k
24k
27k
30k
32k
32k
32k
32k
32k
26k
63k 66k
22k
24k
26k 28k
26k 26k
23k 23k
81k 90k
19k 19k
13k 16k
17k 20k
26k 30k
23k 23k
23k 27k
59k 59k
24k 24k
32k 32k
32k 32k
26k 26k
10k 10k
10k 10k
10k 10k
10k 10k
13k 13k
82k 128k
25k
23k
81k 82k
84k 84k
43k 43k
82k 81k
46k
46k
21k
62k 66k
30k 31k 27k 27k 34k 34k 26k 26k
24k
24k
25k 25k 27k 27k 34k 34k 25k 25k
24k 19k 19k
27k 27k 35k 35k 25k 25k
27k 27k
27k
84k 92k
31k 28k 28k 27k 27k 34k 34k
56k 56k
24k 24k
52k 55k
31k
35k
28k 32k
14k 14k
32k 26k 26k 33k 33k 23k 23k
24k 24k
32k 26k 26k 33k 33k 16k 17k
15k
15k
25k 29k
32k 26k 26k
59k 59k
26k 26k
48k 55k
33k 33k
44k 55k
31k 47k
10k
10k
32k 32k 32k 26k 26k 33k 33k
32k 31k 30k 23k 22k 26k 24k
16k
18k
17k
17k
24k
25k
26k
W21X44 (20) C=1 1/4"
44k
51k
54k
52k
AXIAL ±131k (SEISMIC) AXIAL ±49k (SEISMIC)
11
S-410
AXIAL ±131k (SEISMIC) AXIAL ±49k (SEISMIC)
AXIAL ±63k (SEISMIC)
AXIAL ±63k (SEISMIC)
11' - 0"
EOS
4' - 5 1/2"
3' - 11 3/8"
EOS
1' - 1 3/8" 8' - 1 7/8"
EOS
7' - 9 1/8"
EOS
W14X22 W14X22 W14X22 W14X22
W14X22 W14X22 W14X22
5' - 0"
5' - 0"
7
S-410
SIM
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
R
S
A
STATE OF
860325
N
N
I
D
No.
A
E
N
I
R
M
I
E
D
E
G
N
T
S
E
Y
M
O
C
D
E
c
SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 11:38:23 AM
S-204B
FOURTH FLOOR
FRAMING PLAN -
AREA B
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/8" = 1'-0"
FOURTH FLOOR FRAMING PLAN - AREA B
PLAN NORTH
0 1' 2' 4' 8' 16'
FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL DRAWINGS.
2. SEE S-401 FOR GENERAL NOTES AND S-402 SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
5. FOURTH FLOOR TOP OF STEEL (T/STL): 147'-2", UNO.
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
3 Mill Order Revision 11.20.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
5
5
5
5
W21X55 (24) C=1"
W16X26 (9)
W16X26 (9)
W21X62 (31)
W21X62 (31)
W21X44 (20) C=1"
W27X84 (34)
W16X26 W24X76 (40)
W18X35
W18X35
W16X26
W18X35
W27X84 (34)
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W16X26
W18X35
W18X35
W16X26
W18X35
W18X35
W16X26
W16X26 W16X26 W16X26 W16X26 W16X26
W18X35
W18X35 W18X35
W16X26 W16X26
1/ S-501
W16X31
W21X44 (20) C=1"
W14X22
W21X44 (20) C=1 1/4"
8' - 2" 7' - 4" 7' - 4" 6' - 6" 10' - 6" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" EOS
1' - 2 1/2"
EOS
1' - 2 1/2"
W16X26
2' - 10" 6' - 3 3/4" 12' - 5 1/2" 4' - 11 7/8"
1' - 2 1/4" 10' - 4"
EOS
6"
EOS
6"
8 1/4" 5 1/4" 6" T/SLAB +147' - 8"
EOS
1' - 2 1/2"
11' - 0" 10' - 4" 3' - 10 1/4" 6' - 5 3/4" 10' - 4" 10' - 4" 10' - 4" 10' - 4"
21' - 4 1/2"
W21X62
W24X76
H.3
H.3
W21X55 (24) C=3/4"
W21X55 (24) C=3/4" W21X55 (24) C=1"
W21X62
8' - 2" 7' - 4" 13' - 10" 7' - 0"
4' - 8" 3' - 6" 3' - 10" 3' - 6" 3' - 10" 3' - 6" 6' - 6"
4' - 8" 3' - 6" 3' - 10" 3' - 6" 3' - 10" 3' - 6" 6' - 6"
EOS
8 1/2"
13' - 6"
W16X26 W16X26 W16X26
10
S-410
11
S-410
9
S-410
11
S-410
2' - 3 3/8"
11
S-410
EOS
6"
EOS
6"
EOS
6"
EOS
9 1/4"
W14X22 W14X22
W14X22
W14X22
W16X31
EOS
10 3/4"
3
S-410
TYP
20k 10k
25k 10k
40k 10k
40k 10k
40k 10k
27k 10k
32k 10k
33k 10k
20k 10k
10k 10k 39k 40k 41k 41k
10k 10k
27k 28k
33k 33k
32k 32k
32k 32k
36k 36k
32k 32k
32k 32k
32k 32k
26k 26k
32k
20k
41k 24k
47k 23k
66k 57k
26k 24k
65k 62k
22k 22k
16k 18k
22k 29k
24k 28k
59k 59k
24k 24k
32k 32k
32k 32k
26k 26k
65k 59k
19k 21k
22k 24k
24k 24k
26k 24k
80k 71k
23k 23k
24k 26k
32k 32k
32k 32k
59k 59k
32k 32k
32k 32k
32k 32k
26k 26k
65k 60k
19k 21k
22k 24k
24k 24k
26k 24k
86k 77k
27k 27k
29k 30k
32k 32k
32k 32k
59k 59k
32k 32k
32k 32k
32k 32k
26k 26k
63k 66k
22k
26k
26k
23k
81k 90k
19k
13k
17k
26k
23k
23k
59k 59k
24k
32k
32k
26k
10k 10k
10k 10k
13k
13k 20k
5' - 11 1/16"
4' - 4 15/16"
6 1/8"
1' - 4 5/8"
1' - 5 3/4"
2' - 7 1/4"
EOS
1' - 0"
W16X26
M=110 k ft
@ GRID 1
20k
20k
20k
20k
20k
20k
20k
M=150 k ft
@ GRID 3
28k
16k
16k
20k
20k
37k
37k
AXIAL ±33k (SEISMIC)
AXIAL ±12k
(SEISMIC)
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
R
S
A
STATE OF
860325
N
N
I
D
No.
A
E
N
I
R
M
I
E
D
E
G
N
T
S
E
Y
M
O
C
D
E
c
SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/4/2017 11:58:44 AM
S-204A
FOURTH FLOOR
FRAMING PLAN -
AREA A
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/8" = 1'-0"
FOURTH FLOOR FRAMING PLAN - AREA A FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL DRAWINGS.
2. SEE S-401 FOR GENERAL NOTES AND S-402 SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
5. FOURTH FLOOR TOP OF STEEL (T/STL): 147'-2", UNO.
PLAN NORTH
0 1' 2' 4' 8' 16'
4
4
4
4
4
4
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
3 Mill Order Revision 11.20.17
4 State Design Release 12.04.17
4
4
4
W16X26 (9)
W27X84 (34)
W21X44
W18X40
W16X26 (9)
W16X26
W21X44
W16X26
W21X44
W21X44
W21X44
W21X44
W18X40
W18X40
W16X26
W16X26 W16X26 W16X26 W16X26 W16X26
W18X40 W18X40
W16X26
2/ S-502
W21X44 (20) C=1 1/4"
W18X35 (18)
11' - 0" 31' - 0" 31' - 0"
EOS
1' - 2 1/2"
11' - 0"
2' - 4 1/2"
7' - 11 1/2" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" EOS
1' - 2 1/2"
EOS
1' - 2 1/2"
8' - 2" 7' - 4" 7' - 4" 27' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" EOS
1' - 2 1/2"
7' - 4 3/8" 32' - 7 5/8"
4' - 10 1/8" 5' - 5 7/8" 10' - 4" 4' - 6 1/8" 5' - 9 7/8"
6.6
6.6
W18X35 (16) C=3/4"
W18X35 (16) C=3/4"
W21X44 (20) C=1 1/4"
W21X44 (20) C=1"
W21X55 (24) C=3/4"
W14X22 (10)
W14X22
W21X55 (24) C=3/4"
W16X26 (12) C=3/4"
W16X26
W21X55 (24) C=3/4"
W21X44 (20) C=1"
W21X55 (24) C=3/4"
W24X76
W21X62
11' - 0" 9' - 0 5/8" 6' - 3 1/2" 6' - 4 1/4" 3' - 10 5/8" 5' - 5"
30' - 3 3/8" 9' - 8 5/8" 18' - 7 1/2" 21' - 4 1/2"
9.3
9.3
W21X55 (24) C=1"
W21X62 (31)
W21X55 (24) C=3/4"
W21X62
4' - 8" 3' - 6" 3' - 10" 3' - 6" 3' - 10" 3' - 6" 6' - 6" 7' - 0" 4' - 10 1/8"
8' - 2" 7' - 4" 7' - 4" 6' - 6" 12' - 6 5/8" 6' - 3 7/8" 6' - 3 7/8" 3' - 5 3/4" 5' - 9 7/8"
4' - 8" 3' - 6" 3' - 10" 3' - 6" 3' - 10" 3' - 6" 6' - 6"
W21X55 (24) C=1"
4' - 8" 7' - 4" 6' - 4"
1' - 0"
10' - 0"
D.3 D.3
D.7 D.7
E.2 E.2
E.7 E.7
W16X26 W16X26 W16X26
11
S-410
11
S-410
9
S-410
13' - 6"
11
S-410
10
S-410
EOS
8 1/2"
EOS
6"
EOS
10 3/4"
EOS
6"
EOS
6"
EOS
7 1/8"
EOS
7 1/8"
EOS
10 3/8"
EOS
6"
EOS
EOS 6"
6"
40' - 0" 10' - 0" 20' - 0" 20' - 0" 20' - 0" 10' - 0"
C8X11.5
+130' - 0"
C8X11.5
+130' - 0"
C8X11.5
+130' - 0"
C8X11.5
+130' - 0"
C8X11.5
+130' - 0"
C8X11.5
+130' - 0"
10' - 0" 10' - 0"
2
S-412
EOS
6"
3
S-410
W8X18
+130' - 0"
W8X18
+130' - 0"
W8X18
+130' - 0"
W8X18
+130' - 0"
23k
21k
19k
62k 66k
21k 19k
65k 60k
20k 32k
64k 59k
30k
22k 24k
77k 58k
22k 24k
41k 22k 24k 24k
25k
24k 24k
47k 22k 26k 24k 19k
26k 24k
28k 10k
10k 10k
27k 28k
10k 10k
27k
27k 27k
84k 92k
26k 24k
23k 23k
86k 83k
28k 28k
71k 74k
36k 10k
54k 46k
30k 30k
57k 66k
17k 19k 29k 31k 28k
31k 21k
21k 22k
23k 10k
28k
23k
25k 26k
30k
13k
13k
32k 10k 21k 21k 32k 32k
14k 14k
24k
22k 25k
45k 10k 20k 20k 32k 32k
21k 21k 21k 21k 32k 21k 25k
45k 10k
46k 46k
26k 26k
38k 38k
26k 26k
59k 59k
26k 26k
59k 59k
32k 32k
59k 59k
26k
59k 59k
45k 10k 32k 32k 32k 32k 32k 32k 32k 32k 32k
45k 10k 32k 32k 32k 32k 32k 32k 32k 32k 31k
26k
31k 10k 26k 26k 26k 26k 26k 26k 26k 26k
10k
10k 10k 10k 10k 10k 10k
10k 10k 10k 10k 10k 10k
6' - 1 3/8"
1' - 5 3/4"
3 7/8"
EOS
1' - 0"
W16X26
M=150k ft
@ GRID C
16k
28k
16k
44k
41k
M=140k ft
@ GRID A
24k
24k
24k
24k
24k
24k
24k
24k
24k
AXIAL ±10k
(SEISMIC)
AXIAL ±12k
(SEISMIC)
5' - 0" 5' - 0"
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
R
S
A
STATE OF
860325
N
N
I
D
No.
A
E
N
I
R
M
I
E
D
E
G
N
T
S
E
Y
M
O
C
D
E
c
SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 7:43:43 AM
S-203C
THIRD FLOOR
FRAMING PLAN -
AREA C
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/8" = 1'-0"
THIRD FLOOR FRAMING PLAN - AREA C
PLAN NORTH
0 1' 2' 4' 8' 16'
FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL DRAWINGS.
2. SEE S-401 FOR GENERAL NOTES AND S-402 SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
5. THIRD FLOOR TOP OF STEEL (T/STL): 131'-10", UNO.
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
3 Mill Order Revision 11.20.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
5
W21X44 (20) C=1 1/4"
W18X35 (16) C=3/4"
W18X35 (16) C=3/4"
W18X35 (16) C=3/4"
W24X76 (36)
HSS16X8X3/8
HSS16X8X3/8
W24X62 (28) C=1"
W24X62 (28) C=1"
W24X62 (28) C=1"
W24X68 (28)
W24X62 (28)
W24X62 (28)
W24X146
W24X62 (28) C=1"
W24X62 (28) C=1"
W24X76 (36)
W21X44 (20)
W21X44 (20)
W21X44 (20)
W21X44 (20)
W21X44 (20)
W21X44 (20)
W21X44 (21)
2/ S-501
1/ S-502
10' - 0" 13' - 6" 8' - 2" 7' - 4" 7' - 4" 6' - 6" 10' - 6" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" EOS
1' - 2 1/2"
10' - 10"
EOS
1' - 2 1/2"
6' - 6" 9' - 0" 7' - 4" 6' - 6" 4' - 2 3/8" 9' - 2 1/8" 6' - 6 1/2" 8' - 7" 8' - 7" 4' - 5" 10' - 4" 10' - 4" 10' - 4"
32' - 7 5/8" 7' - 4 3/8"
W21X55 (24) C=1"
W18X35 (16) C=3/4"
W18X35 (8)
10' - 4" 10' - 4" 10' - 4"
6.6
W18X35 (16) C=3/4"
W21X44 (20) C=1 1/4"
W14X22
W14X22
W21X44 (20)
W18X35 (8)
W21X44 (20) C=1 1/4"
W21X55 (24) C=1"
W18X35 (16)
W21X44
W18X35 (16)
10' - 10 1/2"
6' - 8 5/8"
8' - 4 5/8"
4' - 8 5/8"
4' - 10 1/4"
2' - 7 3/8"
H.3
H.3
9.3
9.3
W21X44 (20) C=3/4"
7' - 3 3/8" 10' - 9 3/8" 4' - 9 3/8" 6' - 0" 6" 10' - 6" 7' - 10 1/8" 8' - 7 1/2" 8' - 8 1/2" 5' - 9 7/8"
F.3 F.3
F.7 F.7
4
S-503
W12X22
+132' - 4 5/16"
W12X22
+132' - 4 5/16"
W14X22
EOS
6"
EOS
6"
4' - 8 1/2" 6' - 3 1/2" 2' - 10 5/8"
EOS
6"
2' - 3 3/8"
9' - 9 5/8" 8' - 10" 9' - 9 5/8" 9' - 3 3/8"
EOS
6"
EOS
6"
8
S-410
8
S-410
11
S-410
7' - 5 5/8"
EOS
6"
EOS
11 5/8"
EOS
6"
EOS
6"
EOS
6"
EOS
6"
EOS
6"
EOS
10 3/8"
(TYP)
BP1
11
S-410
11
S-410
C8X11.5
+130' - 0"
C8X11.5
+130' - 0"
10' - 0" 20' - 0"
2
S-412
W24X62 (14)
W14X22
EOS
6"
EOS
6"
37' - 1" 4' - 11"
3
S-410
TYP
W8X18
+130' - 0"
W8X18
+130' - 0"
21k
24k
24k
24k
27k
30k
32k
32k
32k
32k
32k
26k
63k 66k
22k
24k
26k 28k
26k 26k
23k 23k
81k 90k
19k 19k
13k 16k
17k 20k
26k 30k
23k 23k
23k 27k
59k 59k
24k 24k
32k 32k
32k 32k
26k 26k
10k 10k
10k 10k
10k 10k
13k 13k
82k 128k
25k
23k
81k 82k
84k 84k
43k 43k
82k 81k
46k
46k
21k
62k 66k
30k 31k 27k 27k 34k 34k 26k 26k
24k
24k
25k 25k 27k 27k 34k 34k 26k 25k
24k 19k 19k
27k 27k 35k 35k 26k 25k
27k 27k
27k
84k 92k
31k 28k 28k 27k 27k 34k 34k
56k 56k
25k 25k
53k 53k
30k
30k
28k 32k
14k 14k
32k 26k 26k 33k 33k 24k 24k
24k 24k
32k 26k 26k 33k 33k 23k 23k
25k 29k
32k 26k 26k
59k 59k
26k 26k
50k 54k
35k 50k
43k 52k
31k 43k
10k
10k
32k 32k 32k 26k 26k 30k 30k
32k 31k 30k 24k 23k 24k 23k
10k
10k
52k
25k
18k
18k
25k
26k
26k
10k
10k
10k
10k
10k
10k
10k 10k
10k
23k 22k
10k 10k
44k
51k
54k
52k
AXIAL ±59k (SEISMIC) AXIAL ±22k (SEISMIC)
11
S-410
AXIAL ±59k (SEISMIC) AXIAL ±22k (SEISMIC)
AXIAL ±28k (SEISMIC)
AXIAL ±28k (SEISMIC)
2' - 1 1/4"
5' - 0" 5' - 0"
22' - 0 7/8"
1' - 2 1/2"
EOS
6"
1' - 4 1/2"
3' - 5 3/4"
EOS
4' - 5"
1' - 7 1/4" 6' - 9 3/8"
EOS
18' - 0 1/4"
EOS
5' - 0"
5' - 0"
W14X22 W14X22 W14X22 W14X22
W14X22 W14X22 W14X22
7
S-410
SIM
C8X11.5
+130' - 0"
C8X11.5
+130' - 0"
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
R
S
A
STATE OF
860325
N
N
I
D
No.
A
E
N
I
R
M
I
E
D
E
G
N
T
S
E
Y
M
O
C
D
E
c
SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 11:35:37 AM
S-203B
THIRD FLOOR
FRAMING PLAN -
AREA B
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/8" = 1'-0"
THIRD FLOOR FRAMING PLAN - AREA B
PLAN NORTH
0 1' 2' 4' 8' 16'
FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL DRAWINGS.
2. SEE S-401 FOR GENERAL NOTES AND S-402 SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
5. THIRD FLOOR TOP OF STEEL (T/STL): 131'-10", UNO.
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
3 Mill Order Revision 11.20.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
5
5
5
5
5
W21X55 (24) C=1"
W16X26 (9)
W16X26 (9)
W21X62 (31)
W21X62 (31)
W21X44 (20) C=1"
W27X84 (34)
W16X26 W24X76 (40)
W16X26
W16X26
W16X26
W16X26
W27X84 (34)
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26
W16X26 W16X26 W16X26 W16X26 W16X26 W16X26
W16X26 W16X26 W16X26
W16X26
1/ S-501
W16X31
W21X44 (20) C=1"
W14X22
W21X44 (20) C=1 1/4"
W14X22
2' - 10" 6' - 3 3/4" 12' - 5 1/2" 4' - 11 7/8"
8' - 2" 7' - 4" 7' - 4" 6' - 6" 6' - 4" 6' - 3 3/4"
1' - 2 1/4"
10' - 4"
EOS
6"
8 1/4" 10' - 4" 5 1/4"
EOS
6"
8' - 2" 7' - 4" 7' - 4" 6' - 6" 10' - 6" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" EOS
1' - 2 1/2"
EOS
1' - 2 1/2"
EOS
1' - 2 1/2"
11' - 0"
2' - 8 1/4"
7' - 7 3/4" 10' - 4" 10' - 4"
T/SLAB +132' - 4"
W16X26
W21X62
W24X76
18' - 7 1/2" 6' - 7 1/8" 7' - 0" 7' - 9 3/8"
H.3
H.3
W21X55 (24) C=3/4" W21X55 (24) C=3/4"
W21X55 (24) C=1"
8' - 2" 7' - 4 1/8" 7' - 3 7/8" 6' - 6" 7' - 0"
4' - 8" 3' - 6" 3' - 10" 3' - 6 1/8" 3' - 9 7/8" 3' - 6" 6' - 6"
4' - 8" 3' - 6"
3' - 10 1/8" 3' - 5 7/8"
3' - 10" 3' - 6" 6' - 6" 3' - 6" 2' - 10"
W21X62
W16X26 W16X26 W16X26
9
S-410
11
S-410
10
S-410
13' - 6"
11
S-410
11
S-410
EOS
8 1/2"
EOS
6"
EOS
10 3/4"
EOS
6"
EOS
6"
EOS
6"
3
S-410
TYP
W14X22
W14X22
W14X22
W16X31
16k 10k
22k 10k
31k 10k
31k 10k
31k 10k
31k 10k
21k 10k
24k 10k
18k 10k
10k 10k 38k 32k 32k 32k
10k 10k
27k 28k
33k 33k
32k 32k
32k 32k
38k 38k
32k 32k
32k 32k
32k 32k
26k 26k
32k
20k
41k 24k
47k 23k
65k 56k
26k 24k
65k 62k
22k 22k
16k 18k
22k
29k
24k 28k
59k 59k
24k 24k
32k 32k
32k 32k
26k 26k
65k 60k
19k 21k
22k 24k
24k 24k
26k 24k
80k 71k
23k 23k
24k 26k
32k 32k
32k 32k
59k 59k
32k 32k
32k 32k
32k 32k
26k 26k
65k 60k
19k 21k
22k 24k
24k 24k
26k 24k
86k 77k
27k 27k
29k 30k
32k 32k
32k 32k
59k 59k
32k 32k
32k 32k
32k 32k
26k 26k
63k 66k
22k
26k
26k
23k
81k 90k
19k
13k
17k
26k
23k
23k
59k 59k
24k
32k
32k
26k
10k 10k
10k 10k
10k 10k
10k 13k
13k 20k
5' - 11 1/16"
4' - 4 15/16"
4 3/8"
1' - 5 3/4"
1' - 9 7/8"
EOS
1' - 0"
M=65 k ft
@ GRID 1
38k
39k
16k
16k
16k
16k
16k
16k
16k
16k
M=150 k ft
@ GRID 3
28k
16k
16k
AXIAL ±12k (SEISMIC)
AXIAL ±10k
(SEISMIC)
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
R
S
A
STATE OF
860325
N
N
I
D
No.
A
E
N
I
R
M
I
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D
E
G
N
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S
E
Y
M
O
C
D
E
c
SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 7:43:36 AM
S-203A
THIRD FLOOR
FRAMING PLAN -
AREA A
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/8" = 1'-0"
THIRD FLOOR FRAMING PLAN - AREA A FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL DRAWINGS.
2. SEE S-401 FOR GENERAL NOTES AND S-402 SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
5. THIRD FLOOR TOP OF STEEL (T/STL): 131'-10", UNO.
PLAN NORTH
0 1' 2' 4' 8' 16'
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
3 Mill Order Revision 11.20.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
5
EOS
10 3/8"
EOS
6"
11' - 0" 9' - 5 3/8" 11' - 10 1/4" 9' - 8 3/8" 31' - 0"
EOS
1' - 2 1/2" 1' - 6 1/8"
9' - 5 7/8" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" EOS
1' - 2 1/2"
W36X262 (65) W36X330 (34) W24X
76 (36)
W24X76 (36) W24X76 (36) W24X76 (36) W24X76 (36)
W27X84 (34) W33X130 (30) C=3/4" W27X84 (34)
W27X84 (34) W30X116 (31) C=3/4" W27X84 (34)
W27X84 (34) W27X84 (18) C=3/4" W27X84 (34)
W27X84 W27X84 (34)
W24X68 (34) W24X68 (34)
W21X55 (24) C=3/4" W21X55 (24) C=3/4" W21X55 (24) C=3/4" W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X44 (20) C=3/4" W21X55 (26) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=3/4"
W21X55 (24) C=3/4"
W21X55 (24) C=3/4"
W21X55 (24) C=3/4"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X62 (31)
W27X84 (34)
W24X76 (40)
W16X26 (9)
6.6
6.6
W21X62
W24X76
14' - 8" 40' - 0" 40' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 20' - 0" 10' - 0"
EOS 5' - 0 1/4" 4' - 11 3/4" 6' - 7 3/4" 6' - 8 1/2" 6' - 7 3/4" 6' - 7 3/4" 6' - 8 1/2" 6' - 7 3/4" 6' - 7 3/4" 6' - 8 1/2" 6' - 7 3/4" 6' - 7 3/4" 3' - 4 1/4"
11 7/8"
47' - 4"
3' - 5 7/8" 7' - 4" 6' - 4"
FD01
W18X35 (16) C=3/4"
W18X35 (16) C=3/4"
W14X22 (10)
W14X22
W16X26 (12) C=3/4"
W16X26
9' - 0 5/8" 6' - 3 1/2" 6' - 4 1/4" 3' - 10 5/8" 5' - 5"
30' - 3 3/8" 9' - 8 5/8" 18' - 7 1/2" 21' - 4 1/2"
W21X44 (20) C=1"
9.3
9.3
W21X55 (24) C=1"
W21X44 (20) C=1 1/4"
W21X55 (24) C=3/4"
W21X62 W21X62 (31)
8' - 2" 7' - 4" 7' - 4" 6' - 6" 12' - 6 5/8" 6' - 3 7/8" 6' - 3 7/8" 3' - 5 3/4" 5' - 9 7/8" 10' - 4" 10' - 4" 10' - 4"
8' - 2" 7' - 4" 7' - 4" 6' - 6" 7' - 0" 4' - 10 1/8" 5' - 5 7/8" 10' - 4" 4' - 6 1/8" 5' - 9 7/8"
4' - 8" 7' - 4" 7' - 4" 10' - 0" 7' - 0" 10' - 4" 10' - 4" 10' - 4"
D.5 D.5
2' - 5 1/2"
9.7
9.7
9.4
9.4
D.3 D.3
D.7 D.7
E.2 E.2
E.7 E.7
EOS
6"
EOS
7 1/8"
EOS
7 1/8"
EOS
6"
EOS
6"
EOS
6"
EOS
10 3/4"
1
S-410
1
S-410
6
S-410
W16X26 W16X26
W16X26
EOS 13' - 6"
8 1/2"
W14X68
+116' - 0"
W14X68
+116' - 0"
W14X99
+116' - 0"
W14X109
+116' - 0"
W14X99
+116' - 0"
W14X109
+116' - 0"
W14X109
+116' - 0"
W14X109
+116' - 0"
W14X99
+116' - 0"
W14X99
+116' - 0"
W14X82
+116' - 0"
W14X82
+116' - 0"
W14X82
+116' - 0"
W14X68
+116' - 0"
W14X90
+116' - 0"
W14X109
+116' - 0"
W14X109
+116' - 0"
W14X109
+116' - 0"
W14X109
+116' - 0"
W14X109
+116' - 0"
W14X109
+116' - 0"
W14X99
+116' - 0"
W14X99
+116' - 0"
W14X99
+116' - 0"
W14X82
+116' - 0"
W14X82
+116' - 0"
W14X82
+116' - 0"
W14X68
+116' - 0"
HSS8X6X3/8
+112' - 11 1/2"
W14X109
+116' - 0"
HSS8X6X3/8
+112' - 11 1/2"
1
S-412
T/SLAB +116' - 6"
EOS
6"
EOS
6"
3
S-410
TYP
5
S-410
3
S-412
W14X109
+116' - 0"
W14X22
+116' - 0"
W14X22
+116' - 0"
W14X22
+116' - 0"
W14X22
+116' - 0"
W14X22
+116' - 0"
W14X22
+116' - 0"
W14X22
+116' - 0"
W14X22
+116' - 0"
W14X22
+116' - 0"
W14X22
+116' - 0"
W14X22
+116' - 0"
W14X22
+116' - 0"
(TYP
THIS
ROW)
W14X22
+116' - 0"
W14X22
+116' - 0"
96k
106k
110k
62k 66k
124k 116k
65k 60k
20k
32k
64k 59k
30k
22k 24k
77k 58k
22k 24k
41k 22k 24k 24k
25k
24k 24k
47k
22k 26k 24k 19k
26k 24k
16k 10k
10k 10k
27k 28k
10k 10k
27k
27k 27k
84k 92k
26k 24k
23k 23k
86k 83k
19k 10k
28k 28k
71k 74k
27k 10k
37k 37k
30k 30k
57k 66k
17k 19k 29k 31k 28k
31k 21k
21k 22k
28k
23k
25k
26k
30k
13k 13k
36k 10k 21k 21k 32k 32k
14k
14k
24k
22k
23k
25k
36k 10k 20k 20k 32k 32k
21k 21k 21k 21k
32k 21k 25k
36k 10k
37k 37k
26k 26k
39k 39k
26k 26k
59k 59k
26k 26k
59k 59k
32k 32k
59k 59k
26k
61k 61k
36k 10k 32k 32k 32k 32k 32k 32k 32k 32k 32k
36k 10k 32k 32k 32k 32k 32k 32k 32k 32k 31k
26k
25k 10k 26k 26k 26k 26k 26k 26k 26k 26k
W14X90
+116' - 0"
W21X44 (20) C=1"
2 1/2" 5' - 4 1/2"
M=50k ft
@ GRID 6.6
18k 51k 26k
18k 52k 27k
18k 53k 29k
18k 54k 29k
18k 55k 30k
18k 56k 31k
18k 57k 32k
18k 58k 33k
57k 57k 55k 54k 51k 51k
18k 59k 34k
18k 60k 35k
18k 53k 31k
18k 46k 28k
17k
18k 29k
24k 24k 61k 61k
M=150k ft
@ GRID C
16k
28k
16k
M=85k ft
@ GRID A
46k
42k
18k
18k
18k
18k
18k
18k
18k
18k
18k
AXIAL ±10k
(SEISMIC)
AXIAL ±12k
(SEISMIC)
EOS
6"
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
R
S
A
STATE OF
860325
N
N
I
D
No.
A
E
N
I
R
M
I
E
D
E
G
N
T
S
E
Y
M
O
C
D
E
c
SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/15/2017 9:09:10 AM
S-202C
SECOND FLOOR
FRAMING PLAN -
AREA C
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/8" = 1'-0"
SECOND FLOOR FRAMING PLAN - AREA C
PLAN NORTH
0 1' 2' 4' 8' 16'
FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL DRAWINGS.
2. SEE S-401 FOR GENERAL NOTES AND S-402 SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
5. SECOND FLOOR TOP OF STEEL (T/STL): 116'-6", UNO.
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
3 Mill Order Revision 11.20.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
6 Addendum #2 12.19.17
6
6
6' - 6" 10' - 6"
2' - 10 5/8"
6' - 6 1/2" 8' - 7" 13' - 0" 10' - 4" 10' - 4" 10' - 4"
W24X76 (36)
W36X231
W36X262 (65)
W33X130 (30) C=3/4" W27X84 (34)
W24X117 (34) W27X84 (34)
W24X62 (28) C=1"
W21X55 (24) C=1" W33X141 (32) C=3/4" W24X76 (36)
W21X44 (20) C=3/4"
W27X84 (34)
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X44 (20) C=1 1/4"
W18X35 (16) C=3/4"
W27X84 (34)
W36X150 (71) C=3/4"
W27X84 (34) W33X130 (30) C=3/4" W27X84 (34)
W33X130 (32) C=3/4" W24X117 (34)
W21X55 (24) C=1" W21X44 (20) W24X62 (28) C=1"
W21X55 (24) C=1" W21X44 (20)
W21X55 (26) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=3/4"
W21X55 (26) C=1"
W33X141 (32) C=3/4"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20)
W18X35 (17)
W18X35 (16) C=3/4"
W24X62 (28) C=1"
W24X62 (28) C=1"
W24X62 (28) C=1"
W24X62 (28) C=1"
W24X62 (29) C=3/4"
W24X62 (28) C=1"
W24X62 (28) C=1"
W21X44 (20)
W21X44 (20)
W21X44 (20)
W21X44 (20)
W21X44 (20)
W21X44 (20)
W21X44 (21)
6.6
25' - 0" 15' - 0" 3' - 6" 28' - 10" 42' - 0" 31' - 0"
FD01
W14X22
W14X22
W18X35 (8)
7' - 5 5/8"
2' - 6 3/8"
9' - 7 3/8"
6"
4' - 2 3/8" 6' - 3 1/2" 2' - 10 5/8"
2' - 3 3/8" 9' - 9 5/8" 8' - 10" 9' - 9 5/8" 9' - 3 3/8"
EOS
6"
EOS
6"
EOS
6"
W21X44 (20)
W14X22
W14X22
W21X44 (20)
W18X35 (16) C=3/4"
W18X35 (16) C=3/4"
W21X44 (15)
W18X35 (16) C=3/4"
10' - 0 5/8"
7' - 6"
3' - 10 1/8"
1' - 10 1/4"
5' - 10 3/4"
H.3
H.3
9.3
9.3
W21X44 (20) C=3/4"
1' - 3 3/4"
6' - 8 1/2" 6' - 7 3/4" 6' - 7 3/4" 6' - 8 1/2" 6' - 7 3/4" 4' - 11 3/4" 5' - 0 1/4"
2' - 5 1/2"
F.3 F.3
F.7
F.7
1
S-410
W21X44 (20) C=1 1/4"
EOS
11 5/8"
EOS
6"
EOS
6"
EOS
6"
EOS
6"
W14X22 W14X22
4
S-503
(TYP)
BP1
W12X22
+116' - 4 5/16"
W12X22
+116' - 4 5/16"
EOS
6"
6' - 3 3/4" 7' - 3" 6' - 7 1/2"
EOS
6"
8' - 5 5/8"
EOS
6"
EOS
6"
10' - 6" 7' - 10 1/8" 8' - 7 1/2" 8' - 8 1/2" 5' - 9 7/8"
7
S-410
8
S-410
8
S-410
FD01
10' - 10" 10' - 10" 10' - 8" 11' - 0" 10' - 4" 10' - 4" 5' - 5 7/8" 4' - 10 1/8"
10' - 4" 10' - 4" 10' - 4"
W14X68
+116' - 0"
W14X68
+116' - 0"
W14X68
+116' - 0"
W14X48
+116' - 0"
W14X34
+116' - 0"
W14X34
+116' - 0"
W14X90
+116' - 0"
W14X34
+116' - 0"
W14X68
+116' - 0"
W14X68
+116' - 0"
W14X68
+116' - 0"
W14X48
+116' - 0"
W14X34
+116' - 0"
W14X34
+116' - 0"
W14X68
+116' - 0"
W14X68
+116' - 0"
EOS
4' - 8" 14' - 2 1/2"
9 5/8"
HSS8X6X3/8
+112' - 11 1/2"
3' - 4 1/4" 3' - 4 1/4"
1
S-412
W14X22
EOS
6"
2' - 8 5/8"
3' - 7 3/4" 27' - 10 5/8"
EOS
6"
EOS
6"
6' - 4 3/8"
3' - 1 1/8" 7' - 2 7/8"
3
S-410
TYP
W14X22
+116' - 0"
W14X22
+116' - 0"
W14X22
+116' - 0"
W14X22 W14X22
+116' - 0"
W14X22
+116' - 0"
W14X22
+116' - 0"
W14X22
+116' - 0"
W14X22
+116' - 0"
21k
24k
24k
24k
27k
30k
32k
32k
32k
32k
32k
26k
53k 55k
38k
56k
17k 26k
11k 20k
21k 21k
81k 90k
23k 23k
13k 16k
17k 20k
26k 30k
23k 23k
23k 27k
59k 59k
24k 24k
32k 32k
32k 32k
26k 26k
10k 10k
10k 10k
10k 10k
10k 10k
13k 13k
80k 124k
86k
96k
81k 82k
84k 84k
43k 43k
83k 82k
47k
46k
106k
62k 66k
30k 31k 27k 27k 34k 34k 26k 26k
24k
24k
25k 25k 27k 27k 34k 34k 26k 26k
24k 19k 19k
27k 27k 35k 35k 26k 26k
27k 27k
27k
84k 92k
31k 28k 28k 27k 27k 34k 34k
56k 56k
25k 25k
55k 60k
30k
34k
28k 32k
14k 14k
32k 26k 26k 33k 33k 24k 24k
24k 24k
32k 26k 26k 33k 33k 17k 18k
16k
16k
25k 29k
32k 26k 26k
61k 61k
26k 26k
54k 56k
33k 33k
48k 55k
33k 47k
10k
10k
32k 32k 32k 26k 26k 33k 33k
32k 31k 31k 25k 24k 28k 26k
10k
10k 19k
21k
19k
19k
26k
26
k
26k
11k 11k
4' - 4 15/16"
W21X55 (24) C=1"
W14X90
+116' - 0"
51k 44k
54k
52k
18k 38k 16k
M=50k ft
@ GRID 6.6
18k 40k 19k
22k 17k
W14X22
W14X22
W14X22
W14X22
W14X22
W14X22
18k 47k 23k
18k 48k 24k
49k 49k
18k 49k 24k
+116' - 0"
+116' - 0"
+116' - 0"
+116' - 0"
+116' - 0"
+116' - 0"
18k 50k 25k
18k 51k 26k
5
S-410
4
S-412
W14X22
+116' - 0"
W14X34
+116' - 0"
51k
11
S-410
AXIAL ±17k (SEISMIC) AXIAL ±13k (SEISMIC)
AXIAL ±17k (SEISMIC) AXIAL ±13k (SEISMIC)
W14X22 W14X22 W14X22 W14X22
W14X22 W14X22 W14X22
1' - 2 3/8"
11' - 9 3/4"
EOS
11' - 8 5/8"
EOS
5' - 0"
5' - 0"
3' - 11 1/2"
4' - 2 1/2"
2' - 2"
EOS
6"
1' - 2 1/8" 6' - 3 7/8"
EOS
EOS
6"
EOS
6"
EOS
1' - 11 1/2"
EOS
1' - 11 1/2"
EOS
1' - 2 1/2"
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
R
S
A
STATE OF
860325
N
N
I
D
No.
A
E
N
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S
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C
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c
SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/15/2017 9:09:07 AM
S-202B
SECOND FLOOR
FRAMING PLAN -
AREA B
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/8" = 1'-0"
SECOND FLOOR FRAMING PLAN - AREA B
PLAN NORTH
0 1' 2' 4' 8' 16'
FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL DRAWINGS.
2. SEE S-401 FOR GENERAL NOTES AND S-402 SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
5. SECOND FLOOR TOP OF STEEL (T/STL): 116'-6", UNO.
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
3 Mill Order Revision 11.20.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
6 Addendum #2 12.19.17
6
1/ S-501
W16X31
W21X44 (20) C=1"
W14X22
W21X44 (20) C=1 1/4"
1' - 2 1/4"
10' - 4"
EOS
6"
8 1/4"
10' - 4"
5 1/4"
EOS
6"
EOS
6"
W24X76 (36) W24X76 (36) W24X76 (36) W24X76 (36)
W24X76 (36) W24X76 (36) W24X76 (36)
W27X84 (34) W30X116 (31) C=3/4" W27X84 (34)
W27X84 (34) W30X90 (32) W27X84 (34)
W24X76 (17) W27X84 (34)
W24X68 (34) W24X62 (34)
W33X130 (30) C=3/4" W27X84 (34)
W21X55 (24) C=1" W21X55 (24) C=1" W21X55 (24) C=1" W21X55 (24) C=1"
W21X55 (27) C=1" W21X44 (20) C=1" W21X44 (20) C=1 1/4"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X44 (20) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W21X55 (24) C=1"
W16X26 (9)
W21X62 (31)
W21X62 (31)
W21X44 (20) C=1"
W33X152 (29)
W33X152 (51)
W27X84 (34)
W21X44 (20) C=1"
W21X44 (20) C=1"
W12X45
+113' - 5 7/8"
W12X45
+113' - 5 7/8"
W12X50
+113' - 5 7/8"
W12X50
+113' - 5 7/8"
W12X50
+113' - 5 7/8"
W12X53
+113' - 5 7/8"
W12X14
W12X14
+113' - 5 7/8"
W12X14
+113' - 5 7/8"
W12X14
+113' - 5 7/8"
W12X14
+113' - 5 7/8"
W12X14
+113' - 5 7/8"
W12X14
+113' - 5 7/8"
W12X14
+113' - 5 7/8"
W12X14
+113' - 5 7/8"
W12X14
+113' - 5 7/8"
W12X14
+113' - 5 7/8"
W12X106
+113' - 5 7/8"
W12X79
+113' - 5 7/8"
W12X53
+113' - 5 7/8"
W12X79
+113' - 5 7/8"
0"
W21X62
W16X26
RD01
EOS
1' - 2 1/2"
W12X106
+113' - 5 7/8"
8' - 2" 7' - 4" 7' - 4" 6' - 6" 3' - 6" 2' - 10" 6' - 3 3/4"
EOS
8 1/2"
13' - 6"
1
S-410
EOD
6"
4' - 5 3/8" 5' - 6 5/8" 5' - 6 5/8" 4' - 1 3/8" 4' - 1 3/8" 4' - 1 3/8" 5' - 3" 5' - 3" 5' - 3" 5' - 3" 3' - 9" 15' - 3"
W12X58
+113' - 5 7/8"
W12X14 W12X14 W12X14 W12X14
15' - 6 5/8" 12' - 4" 40' - 0"
2
S-410
(2) L5x5x3/8 HANGER
(TYP - 10 LOCATIONS)
H.3
H.3
W21X44 (20) C=3/4"
W21X55 (24) C=3/4" W21X55 (24) C=3/4" W21X55 (24) C=1"
W21X62
W16X26
W16X26
4
S-410
W21X44 (20) C=1"
4' - 8" 3' - 6" 3' - 10" 3' - 6" 3' - 10" 3' - 6" 6' - 6" 3' - 6"
3' - 6" 3' - 10" 3' - 6" 3' - 10" 3' - 6"
5
S-410
6
S-410
FD01
T/SLAB +117' - 0"
3
S-410
TYP
EOS
6"
W14X22
W14X22
W14X22
W16X31
W14X22
EOS
10 3/4"
EOS
6"
EOS
6"
19' - 0 1/2" 6' - 2 1/8" 7' - 0" 7' - 9 3/8"
EOS
9 1/4"
W24X76
12k 10k
16k 10k
21k 10k
21k 10k
21k 10k
21k 10k
21k 10k
15k 10k
10k 10k
10k
10k
22k 22k 22k 22k
69k 55k
28k 30k
32k 32k
32k 32k
40k 40k
32k 32k
32k 32k
32k 32k
26k 26k
20k
24k
23k
75k 73k
26k 24k
65k 62k
22k 22k
16k 18k
22k 29k
24k 28k
59k 59k
24k 24k
32k 32k
32k 32k
26k 26k
65k 60k
19k 21k
22k 24k
24k 24k
26k 24k
80k 71k
23k 23k
24k 26k
32k 32k
32k 32k
59k 59k
32k 32k
32k 32k
32k 32k
26k 26k
65k 60k
19k 21k
22k 24k
24k 24k
26k 24k
86k 77k
27k 27k
29k 30k
32k 32k
32k 32k
59k 59k
32k 32k
32k 32k
32k 32k
26k 26k
53k 55k
38k
17k
11k
21k
81k 90k
23k
13k
17k
26k
23k
23k
59k 59k
24k
32k
32k
26k
10k 10k
10k 10k
10k
13k
13k 20k
10k
1' - 0"
5' - 11 1/16" 4' - 4 15/16"
4' - 4 15/16"
M=20 k ft
@ GRID 1
40k
40k
M=85 k ft
@ W12x53
EOD
9 5/8"
M=360 k ft
@ W12x106 M=85 k ft
@ W12x79
19k -10k
-10k
19k
14k -10k
14k -10k
15k -10k
16k -10k
10k -10k
M=150 k ft
@ GRID 3
28k
16k
16k
47k
41k
32k
AXIAL ±12k (SEISMIC)
AXIAL ±10k
(SEISMIC)
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
R
S
A
STATE OF
860325
N
N
I
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No.
A
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SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/4/2017 11:58:21 AM
S-202A
SECOND FLOOR
FRAMING PLAN -
AREA A
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/8" = 1'-0"
SECOND FLOOR FRAMING PLAN - AREA A FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL DRAWINGS.
2. SEE S-401 FOR GENERAL NOTES AND S-402 SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
5. SECOND FLOOR TOP OF STEEL (T/STL): 116'-6", UNO.
PLAN NORTH
0 1' 2' 4' 8' 16'
4
4
4
4
4
4
4
4
4
4
4
4
4
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
3 Mill Order Revision 11.20.17
4 State Design Release 12.04.17
4
4
T/W +99' - 4"
CONC WALL
C C
9
9
9' - 6 1/4"
CONC WALL
11' - 8 1/2"
1' - 0" 8" 10' - 4 1/2" 8" 1' - 0"
MAT01
1' - 0"
CONC WALL
1' - 0" 8' - 10"
8"
CONC WALL
8" 7' - 6"
5"
MAT FND
13' - 8 1/2"
1' - 0 3/8" 11' - 7 3/4" 1' - 0 3/8"
7 5/8"
CMU WALL
10' - 4 1/2" 7 5/8"
CMU WALL
8' - 9 1/4"
7 5/8" 1' - 0 3/8"
CMU WALL
1' - 0 3/8" 7 5/8" 7' - 6"
6
S-406
T/W +99' - 4"
CONC WALL
T/W +99' - 4"
CONC WALL
T/W +99' - 4"
CONC WALL
T/MAT +95' - 0"
MW8
CW8
MW8
CW8
MW8
CW8
CW8
MW8
9.3
9.3
8
8
9
9
10
10
11
11
A A
1
S-409
2
S-409
3
S-409
F11
F9
F9
F9
WF24
11' - 0" 31' - 0" 31' - 0" 1' - 7"
SOG08N
SOG12N
T/SLAB +100' - 4"
WF36
WF36
WF36
2
S-409
P28
T/F +95' - 0"
WF24 T/F +95' - 0"
FTG STEP
1' - 0" 98' - 4"
8" 41' - 0 1/2" 8" 34' - 6 1/8" 8"
53' - 4"
1' - 0" 36' - 9" 16' - 7"
9.7
9.7
9.4
9.4
T/F +95' - 0"
T/F +97' - 6"
T/F +97' - 6"
1' - 0"
P24
P24
P24 P24
P24
P24 P24
F4 F4
F4
F4 F4
F4
T/F +97' - 6" T/F +97' - 6" F4
T/F +97' - 6"
T/F +97' - 6" T/F +97' - 6"
T/F +97' - 6"
T/F +97' - 6"
T/P +99' - 8" T/P +99' - 8"
T/P +99' - 8"
T/P +99' - 8" T/P +99' - 8"
T/P +99' - 8"
T/P +99' - 8"
1' - 6 1/4" 4' - 6" 4' - 6" 10' - 8" 10' - 8" 4' - 6" 4' - 6" 1' - 6 1/4"
10 3/4" 52' - 5 1/4"
H H
J J
K K
L L
M
M
8
8
9
9
10
10
11
11
N
N
12
12
F.7 F.7
6' - 5 5/8"
2' - 9 5/8"
2"
8' - 11"
4' - 9 1/8"
2' - 11 1/8"
11 5/8"
W12X79
W12X79
W12X79
W12X79
W12X79
W12X79
SLANTED COL #1
SLANTED COL #2
SLANTED COL #3
SLANTED COL #4
SLANTED COL #5
SLANTED COL #6
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
R
S
A
STATE OF
860325
N
N
I
D
No.
A
E
N
I
R
M
I
E
D
E
G
N
T
S
E
Y
M
O
C
D
E
c
SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 11:54:02 AM
S-102
ENLARGED
FOUNDATION PLANS
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/4" = 1'-0" S-102
ENLARGED FOUNDATION PLAN 1
SCALE: 1/4" = 1'-0" S-102
ENLARGED FOUNDATION PLAN 2
SCALE: 1/8" = 1'-0"
LOADING DOCK FOUNDATION PLAN
FOUNDATION PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL DRAWINGS.
2. SEE S-401 FOR GENERAL NOTES AND S-402 FOR SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. TOP OF EXTERIOR FOOTING (T/F) +97'-6", UNO.
TOP OF INTERIOR FOOTING (T/F) +98'-0", UNO.
5. TOP OF PIERS (T/P) +97'-6", UNO.
PLAN NORTH
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
5
5
5
SCALE: 1/16" = 1'-0" S-102
PARTIAL FOUNDATION PLAN 4
PLAN NOTES:
1. DIMENSIONS TAKEN FROM TOP OF COLUMN BASE PLATE (97'-10").
5
WF24
WF24
WF24
WF24 WF24
SOG04P
T/SLAB +100' - 0"
2/ S-502
6.6
6.6
WF24
MAT01
T/MAT +95' - 0"
P28
T/F +95' - 0"
T/F +97' - 6"
T/F +97' - 6"
CW12
CW12
CW12
CW12
WF24
12' - 0"
6' - 0" 6' - 0"
S-102
2
1
S-409
15' - 0" 32' - 4" 11' - 0" 31' - 0" 31' - 0" 1' - 7"
5.00°
9.3
9.3
D.5 D.5
SOG04P
T/SLAB +99' - 9 1/2"
4
S-409
7
S-409
7
S-409
1
S-409
P28
T/F +95' - 0"
T/F +95' - 0"
P28
T/F +95' - 0"
T/F +95' - 0"
T/F +95' - 0"
P28
T/F +95' - 0"
P28
T/F +95' - 0"
T/F +95' - 0"
P28
P28
T/F +95' - 0"
WF24 T/F +95' - 0"
FTG STEP
SEE 3/ S-102
FOR LOADING DOCK
FOUNDATION PLAN
4
S-409
W12X65
W12X96
W12X65
W12X96
W12X96
F9
W12X58
D.3 D.3
F9
W12X58
F9
W12X58
F9
W12X58
D.7 D.7
E.2 E.2
E.7 E.7
1' - 7" 14' - 8" 40' - 0" 40' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 20' - 0" 10' - 0"
174' - 8"
1' - 4 1/2" 1' - 7" 73' - 0"
3' - 0"
T/P +98' - 0"
SF01 T/F +97' - 6" FTG STEP
20' - 0"
3' - 0"
T/F +95' - 0"
W12X58
F9
11"
17' - 8"
14' - 9 1/2"
1' - 8 1/2"
1' - 6"
SOG04P
7
S-409
S-101C
2
S-101C
2
S-101C
2
S-101C
2
S-101C
2
S-101C
3
E
11
PLAN
SEE
PRECAST PANEL
SEE ARCH
PRECAST PANEL
SEE ARCH
EMBED PLATE @ 4'-0" OC
BY PRECAST SUPPLIER
EMBED PLATE @ 4'-0" OC
BY PRECAST SUPPLIER
COLUMN
PIER (P)
L4x4x1/4 x 0'-6"
@ 4'-0" OC
3/16 6
L4x4x1/4 x 0'-6"
@ 4'-0" OC
3"
NOTCH PRECAST
AROUND CONC PIER
HSS 12x4x1/4
11
A
PRECAST PANEL
SEE ARCH
EMBED PLATE @ 4'-0" OC
BY PRECAST SUPPLIER
EMBED PLATE @ 4'-0" OC
BY PRECAST SUPPLIER
COLUMN
PIER (P)
L4x4x1/4 x 0'-6"
@ 4'-0" OC
NOTCH PRECAST
AROUND CONC PIER
PRECAST PANEL
SEE ARCH
PRECAST PANEL
SEE ARCH
1/2" PLATE x 1'-0"
LONG @ 4'-0" OC
1/4 3
TYP
HSS 12x4x1/4
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
R
S
A
STATE OF
860325
N
N
I
D
No.
A
E
N
I
R
M
I
E
D
E
G
N
T
S
E
Y
M
O
C
D
E
c
SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/4/2017 11:58:13 AM
S-101C
FOUNDATION PLAN -
AREA C
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/8" = 1'-0"
FOUNDATION PLAN - AREA C
FOUNDATION PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL DRAWINGS.
2. SEE S-401 FOR GENERAL NOTES AND S-402 FOR SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. TOP OF EXTERIOR FOOTING (T/F) +97'-6", UNO.
TOP OF INTERIOR FOOTING (T/F) +98'-0", UNO.
5. TOP OF PIERS (T/P) +97'-6", UNO.
PLAN NORTH
0 1' 2' 4' 8' 16'
ENTIRE SHEET
4
4
4
SCALE: 1/2" = 1'-0" S-101C
ENLARGED FOUNDATION PLAN 2
SCALE: 1/2" = 1'-0" S-101C
ENLARGED FOUNDATION PLAN 3
4
4
4
4
4
4
4
4
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
4 State Design Release 12.04.17
F9
F13
F12
F10
F12
F13
F13 F13
WF24
WF24
WF24
SOG04P
T/SLAB +100' - 0"
2/ S-501
1/ S-502
MAT01
T/MAT +95' - 0"
P28
F13 T/F +95' - 0"
6.6
6.6
T/F +97' - 6"
W12X79
W12X79
W12X79
CW12
WF24
CW12
WF24
CW12
WF24
CW12
CW12
WF24
WF24
WF24
CW12
CW12
WF24
CW12
MAT02
6' - 6"
15' - 0"
7' - 6" 7' - 6"
119' - 4"
20' - 0"
15' - 0"
7' - 6" 7' - 6"
119' - 4"
T/MAT +97' - 6"
MAT02
T/MAT +97' - 6"
S-102
1
W12X79
W12X79
W12X79
5.00°
5.00°
SLANTED COL #1
SLANTED COL #2
SLANTED COL #3
SLANTED COL #4
SLANTED COL #5
SLANTED COL #6
H.3
H.3
9.3
9.3
6
S-409
7
S-409
6
S-409
6
7 S-409
S-409
1
S-409
P28
T/F +95' - 0"
WF24 T/F +95' - 0"
FTG STEP
T/F +95' - 0"
P28
T/F +95' - 0"
T/F +95' - 0"
P28
T/F +95' - 0"
T/F +95' - 0"
P28
T/F +95' - 0"
P28
T/F +95' - 0"
F9
W12X58
F9
W12X58
F.3 F.3
F.7 F.7
10' - 0" 20' - 0" 10' - 0"
7
S-409
4
S-503
4
S-409
F9
COORD w/ STAIR
SUPPLIER
T/P +98' - 0"
6' - 6"
FTG STEP T/MAT +95' - 0"
W12X22
+99' - 6"
W12X22
+99' - 6"
CW12
WF24
2' - 7" 3' - 6"
9' - 0" 1' - 7"
43' - 4"
140.38°
135.38°
1' - 7 1/2"
1' - 6 1/2"
100.00°
175
.00°
S-101B
2
S-101B
3
S-101B
3
S-101B
3
SIM
SIM
1' - 7" 1' - 7"
8
S-409
2' - 3" 1' - 7"
8
S-409
19' - 4"
1' - 11"
S-102
4
F
10
COLUMN
VERIFY
ARCH
1/2" PLATE
(FULL HGT OF
OPERABLE PARTITION
WALL)
VERIFY
ARCH
1/2" PLATE
(FULL HGT OF
OPERABLE PARTITION
WALL)
1/2" PLATE x 1'-0"
LONG @ 4'-0" OC
1/4 3
TYP
1/4 6
H
10
COLUMN
1/2" PLATE
(FULL HGT OF
OPERABLE PARTITION
WALL)
1/4 3-12
TYP
VERIFY
ARCH
VERIFY
ARCH
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
R
S
A
STATE OF
860325
N
N
I
D
No.
A
E
N
I
R
M
I
E
D
E
G
N
T
S
E
Y
M
O
C
D
E
c
SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 11:54:02 AM
S-101B
FOUNDATION PLAN -
AREA B
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
SCALE: 1/8" = 1'-0"
FOUNDATION PLAN - AREA B FOUNDATION PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL DRAWINGS.
2. SEE S-401 FOR GENERAL NOTES AND S-402 FOR SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. TOP OF EXTERIOR FOOTING (T/F) +97'-6", UNO.
TOP OF INTERIOR FOOTING (T/F) +98'-0", UNO.
5. TOP OF PIERS (T/P) +97'-6", UNO.
PLAN NORTH
0 1' 2' 4' 8' 16'
SCALE: 3/4" = 1'-0" S-101B
ENLARGED FOUNDATION PLAN 2
SCALE: 3/4" = 1'-0" S-101B
ENLARGED FOUNDATION PLAN 3
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
5
5
5
F12 F13 F13 F13
F12
F13
F13
SF01
WF24
WF24
WF24
WF24
WF24
WF24
SOG04P
T/SLAB +100' - 0"
1/ S-501
P28
F13 T/F +95' - 0"
CW12
CW12
WF24
CW12
CW12
WF24 WF24 WF24
WF24 WF24
T/F +97' - 6"
3' - 0" 3' - 0"
12' - 0"
6' - 0" 6' - 0"
5.00°
H.3
H.3
SOG04P
T/SLAB +99' - 9 1/2"
1
S-409
1
S-409
1
S-409
7
S-409
7
S-409
7
S-409
T/P +98' - 0"
WF36 T/F +97' - 6"
40' - 1"
2
S-409
SIM
17' - 8"
3' - 6"
3' - 6"
3' - 6"
1' - 7" 1' - 7" 1' - 7" 1' - 7" 1' - 7" 1' - 7"
8
S-409
8
S-409
8
S-409
11"
7
S-409
S
S
R
O
C
P
R
O
F
E
.
A
I
G
N
N
I
O
L
A
E
R
E
R
S
A
STATE OF
860325
N
N
I
D
No.
A
E
N
I
R
M
I
E
D
E
G
N
T
S
E
Y
M
O
C
D
E
c
SHEET TITLE
SHEET NUMBER
Pure
815 East 65th Street
Indianapolis, IN 46220
Owner
RATIO Architects, Inc.
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas Engineering
Structural Engineer
1717 East 116th Street
Carmel, IN 46032
317-580-0402
PROJECT NO.
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER
USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO
ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
SHEET ISSUE
Shiel Sexton Company, Inc.
Construction Manager
902 North Capitol Avenue
Indianapolis, IN 46204
12/12/2017 7:43:18 AM
S-101A
FOUNDATION PLAN -
AREA A
17173 MEI
Carmel Office
Building
North Illinois Street
Carmel, IN 46032
FOUNDATION PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL DRAWINGS.
2. SEE S-401 FOR GENERAL NOTES AND S-402 FOR SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. TOP OF EXTERIOR FOOTING (T/F) +97'-6", UNO.
TOP OF INTERIOR FOOTING (T/F) +98'-0", UNO.
5. TOP OF PIERS (T/P) +97'-6", UNO.
PLAN NORTH
0 1' 2' 4' 8' 16'
SCALE: 1/8" = 1'-0"
FOUNDATION PLAN - AREA A
1 BP2 Addendum 1 10.10.17
2 Mill Order 11.06.17
4 State Design Release 12.04.17
5 Addendum #1 12.12.17
5