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Indianapolis, IN 46280 (317) 574-0143
Fax (317) 573-9895
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.
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.
042001MASONRY ANC
H
O
R
A
G
E
M1.All attachments to masonry sh
a
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.
Anchors shall be installed per
m
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r
y
c
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n
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t
r
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t
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n
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accommodate field tolerances:1/2" anchors: 9/16" dia std, 13/
1
6
"
d
i
a
w
/
1
/
4
"
x
2
"
x
2
"
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d
w
a
s
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e
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e
n
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t
e
d
.
3/4" anchors:13/16" dia std, 1"
d
i
a
w
/
3
/
8
"
x
3
"
x
3
"
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l
d
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w
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e
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o
t
e
d
.
M3.Where weld washers are indic
a
t
e
d
,
d
o
n
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t
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l
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o
n
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t
a
p
p
l
y
excessive heat which made ad
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e
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e
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a
f
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a
d
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s
.
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e
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t
w
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p
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d
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e
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l
d
w
a
s
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e
r
typically with 3/16" fillet weld.M4Type 1-A: Grout Filled Conc
r
e
t
e
B
l
o
c
k
.
3/4"x6 5/8" embe
d
m
e
n
t
H
I
T
,
o
r
A
3
6
t
h
r
e
a
d
e
d
r
o
d
,
s
e
c
u
r
e
d
w
i
t
h
H
i
l
t
i
H
Y
1
5
0
e
p
o
x
y
.
Design values:
3
7
4
0
l
b
T
,
2
0
2
0
l
b
V
.
Type 1-B:Hollow Concrete
B
l
o
c
k
(
N
W
o
r
L
W
)
.
1/2"x2"embedme
n
t
H
i
l
t
i
H
I
T
-
A
r
o
d
w
/
s
c
r
e
e
n
t
u
b
e
a
n
d
H
i
l
t
i
H
Y
2
0
e
p
o
x
y
.
Design values:
5
2
5
l
b
T
,
1
2
3
0
l
b
V
.
Type 1-C:Hollow Concrete
B
l
o
c
k
T
h
r
o
u
g
h
-
b
o
l
t
.
3/4"x8" or 13" Hilt
i
H
I
T
,
o
r
A
3
6
t
h
r
e
a
d
e
d
r
o
d
,
w
/
H
i
l
t
i
H
Y
2
0
e
p
o
x
y
,
s
c
r
e
e
n
t
u
b
e
,
s
t
e
e
l
s
l
e
e
v
e
,
3/8"x6"x6" plate
w
a
s
h
e
r
.
Design values:
1
4
0
0
l
b
T
,
1
8
0
0
l
b
V
.
Type 1-D:Grout Filled Conc
r
e
t
e
B
l
o
c
k
.
3/4"x4-3/4" embe
d
m
e
n
t
H
i
l
t
i
K
w
i
k
B
o
l
t
3
e
x
p
a
n
s
i
o
n
b
o
l
t
.
Design values:
1
6
2
0
T
,
3
1
1
0
V
(
>
1
6
"
f
r
o
m
e
d
g
e
s
)
M5.Type 2-A:Hollow Brick and
C
l
a
y
T
i
l
e
.
1/2"x3-3/8" embe
d
m
e
n
t
H
i
l
t
i
H
I
T
-
A
,
o
r
A
3
6
t
h
r
e
a
d
e
d
r
o
d
,
w
/
H
i
l
t
i
H
Y
2
0
e
p
o
x
y
a
n
d
s
c
r
e
e
n
tube.Design values:
7
7
5
l
b
T
,
1
3
7
5
l
b
V
(
B
r
i
c
k
)
150lb T, 500lb V (
C
l
a
y
t
i
l
e
)
Type 2-B:Hollow Brick and
C
l
a
y
T
i
l
e
.
1/2"x3-3/8" embe
d
m
e
n
t
H
i
l
t
i
H
I
T
-
A
,
o
r
A
3
6
t
h
r
e
a
d
e
d
r
o
d
,
w
/
H
i
l
t
i
H
I
T
-
I
i
n
s
e
r
t
,
H
i
l
t
i
H
Y
2
0
epoxy, screen tub
e
.
Design values:
1
1
6
0
l
b
T
,
1
6
3
5
l
b
V
(
H
o
l
l
o
w
B
r
i
c
k
)
185lb T, 500lb V (
C
l
a
y
T
i
l
e
)
Type 2-C:Multiwythe Brick t
h
r
o
u
g
h
-
b
o
l
t
.
3/4"x8"embedme
n
t
H
i
l
t
i
H
I
T
,
o
r
A
3
6
t
h
r
e
a
d
e
d
r
o
d
,
w
/
H
i
l
t
i
H
Y
2
0
e
p
o
x
y
,
s
c
r
e
e
n
t
u
b
e
,
s
t
e
e
l
sleeve, 3/8"x6"x6
"
p
l
a
t
e
w
a
s
h
e
r
.
Design values:
1
4
0
0
l
b
T
,
1
8
0
0
l
b
V
.
Type 2-D: Multiwythe Brick,
v
o
i
d
e
d
w
y
t
h
e
s
.
3/4"x8"embedme
n
t
H
i
l
t
i
H
I
T
,
o
r
A
3
6
t
h
r
e
a
d
e
d
r
o
d
,
w
/
H
i
l
t
i
H
Y
2
0
e
p
o
x
y
,
s
c
r
e
e
n
t
u
b
e
,
s
t
e
e
l
sleeve.Design values:
8
0
0
l
b
T
,
1
4
0
0
l
b
V
.
051200STRUCTURAL S
T
E
E
L
N
O
T
E
S
SS1.All structural steel shall confor
m
t
o
t
h
e
f
o
l
l
o
w
i
n
g
:
W Shapes
A
S
T
M
A
9
9
2
,
G
r
a
d
e
5
0
.
Angles, Channels, Plate
s
,
B
a
r
s
A
S
T
M
A
3
6
(
F
y
=
3
6
k
s
i
)
HSS Tubes
A
S
T
M
A
5
0
0
,
G
r
a
d
e
B
(
F
y
=
4
6
k
s
i
)
HSS Pipes
A
S
T
M
A
5
0
0
,
G
r
a
d
e
B
(
F
y
=
4
2
k
s
i
)
Anchor Rods
A
S
T
M
F
1
5
5
4
,
G
r
a
d
e
3
6
SS2.All steel shall be detailed, fabri
c
a
t
e
d
a
n
d
e
r
e
c
t
e
d
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
:
AISC 360 "Specification
f
o
r
S
t
r
u
c
t
u
r
a
l
S
t
e
e
l
B
u
i
l
d
i
n
g
s
"
,
A
l
l
o
w
a
b
l
e
S
t
r
e
n
g
t
h
D
e
s
i
g
n
(
A
S
D
)
AISC 303 "Code of Stan
d
a
r
d
P
r
a
c
t
i
c
e
"
SS3.If beam reaction is not indicate
d
,
d
e
s
i
g
n
c
o
n
n
e
c
t
i
o
n
f
o
r
m
i
n
i
m
u
m
1
0
k
r
e
a
c
t
i
o
n
.
SS4All bolted connections shall be
m
a
d
e
w
i
t
h
3
/
4
"
d
i
a
m
e
t
e
r
,
A
3
2
5
b
o
l
t
s
w
i
t
h
n
u
t
s
a
n
d
w
a
s
h
e
r
s
,
u
n
l
e
s
s
otherwise noted. All connectio
n
s
s
h
a
l
l
b
e
s
h
e
a
r
b
e
a
r
i
n
g
c
o
n
n
e
c
t
i
o
n
s
t
i
g
h
t
e
n
e
d
t
o
s
n
u
g
-
t
i
g
h
t
c
o
n
d
i
t
i
o
n
,
unless otherwise noted.SS5.All shop and field welds shall b
e
m
a
d
e
u
s
i
n
g
E
7
0
e
l
e
c
t
r
o
d
e
s
o
r
e
q
u
i
v
a
l
e
n
t
.
SS6.All headed concrete anchors s
h
a
l
l
b
e
A
S
T
M
A
1
0
8
(
F
y
=
5
0
k
s
i
)
,
3
/
4
"
d
i
a
m
e
t
e
r
x
4
"
a
f
t
e
r
w
e
l
d
i
n
g
,
u
n
l
e
s
s
noted otherwise.SS7.Steel fabricator shall obtain th
e
s
i
z
e
a
n
d
l
o
c
a
t
i
o
n
o
f
a
l
l
o
p
e
n
i
n
g
s
f
o
r
g
r
i
l
l
e
s
,
l
o
u
v
e
r
s
,
e
t
c
.
b
e
f
o
r
e
p
r
o
c
e
e
d
i
n
g
with the fabrication and erectio
n
o
f
a
n
y
r
e
q
u
i
r
e
d
f
r
a
m
e
s
.
SS8.Provide Heckman #129 and #
1
3
0
c
h
a
n
n
e
l
s
l
o
t
a
n
d
c
h
a
n
n
e
l
s
l
o
t
a
n
c
h
o
r
s
a
t
a
l
l
c
o
l
u
m
n
s
t
h
a
t
a
b
u
t
m
a
s
o
n
r
y
walls, unless noted.SS9.Provide temporary bracing of t
h
e
s
t
r
u
c
t
u
r
e
u
n
t
i
l
a
l
l
p
e
r
m
a
n
e
n
t
l
a
t
e
r
a
l
s
u
p
p
o
r
t
i
s
i
n
p
l
a
c
e
.
SS10. Structure Stability: The entire
r
o
o
f
a
n
d
/
o
r
f
l
o
o
r
d
e
c
k
i
n
g
m
a
t
e
r
i
a
l
s
m
u
s
t
b
e
f
u
l
l
y
e
r
e
c
t
e
d
a
n
d
c
o
n
n
e
c
t
e
d
t
o
the supporting steel before te
m
p
o
r
a
r
y
,
e
r
e
c
t
i
o
n
b
r
a
c
i
n
g
i
s
r
e
m
o
v
e
d
.
SS11.RD = Roof Drain location. Prov
i
d
e
s
t
e
e
l
f
r
a
m
e
f
o
r
d
r
a
i
n
s
.
S
e
e
o
t
h
e
r
d
r
a
w
i
n
g
s
f
o
r
a
c
t
u
a
l
d
r
a
i
n
t
y
p
e
,
number, size, etc. Coordinate
w
i
t
h
d
r
a
i
n
c
o
n
t
r
a
c
t
o
r
.
052100STEEL JOIST N
O
T
E
S
SJ1.Provide all joists, bridging and
a
c
c
e
s
s
o
r
i
e
s
f
o
r
t
h
e
c
o
m
p
l
e
t
e
e
r
e
c
t
i
o
n
o
f
j
o
i
s
t
s
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
t
h
e
current Steel Joist Institute "S
T
A
N
D
A
R
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
N
D
L
O
A
D
T
A
B
L
E
S
F
O
R
O
P
E
N
W
E
B
STEEL JOISTS AND JOIST G
I
R
D
E
R
S
"
a
n
d
U
n
d
e
r
w
r
i
t
e
r
s
L
a
b
o
r
a
t
o
r
i
e
s
"
S
T
A
N
D
A
R
D
,
F
I
R
E
T
E
S
T
S
O
F
BUILDING CONSTRUCTION
A
N
D
M
A
T
E
R
I
A
L
S
"
.
SJ2.Bridging shall be completely er
e
c
t
e
d
a
n
d
j
o
i
s
t
s
a
l
i
g
n
e
d
b
e
f
o
r
e
a
n
y
c
o
n
s
t
r
u
c
t
i
o
n
l
o
a
d
s
a
r
e
p
l
a
c
e
d
o
n
j
o
i
s
t
s
.
SJ3.Do not weld bottom chord of jo
i
s
t
s
t
o
c
o
l
u
m
n
s
u
n
l
e
s
s
n
o
t
e
d
o
n
d
r
a
w
i
n
g
s
.
SJ4.Install erection bolts at all joist
g
i
r
d
e
r
t
o
c
o
l
u
m
n
a
n
d
j
o
i
s
t
t
o
c
o
l
u
m
n
c
o
n
n
e
c
t
i
o
n
s
.
SJ5.Where ballasted roofing is not
s
h
o
w
n
o
n
a
r
c
h
i
t
e
c
t
u
r
a
l
d
r
a
w
i
n
g
s
,
p
r
o
v
i
d
e
u
p
l
i
f
t
b
r
i
d
g
i
n
g
a
t
a
l
l
j
o
i
s
t
s
a
s
p
e
r
"STANDARD SPECIFICATIO
N
S
A
N
D
L
O
A
D
T
A
B
L
E
S
F
O
R
O
P
E
N
W
E
B
S
T
E
E
L
J
O
I
S
T
S
A
N
D
J
O
I
S
T
GIRDERS" for a net uplift load
o
f
1
2
p
s
f
,
u
n
l
e
s
s
n
o
t
e
d
o
r
s
h
o
w
n
o
t
h
e
r
w
i
s
e
.
053100STEEL DECK N
O
T
E
S
MD1.All metal deck material, fabrica
t
i
o
n
a
n
d
i
n
s
t
a
l
l
a
t
i
o
n
s
h
a
l
l
c
o
n
f
o
r
m
t
o
S
t
e
e
l
D
e
c
k
I
n
s
t
i
t
u
t
e
"
S
D
I
SPECIFICATIONS AND COM
M
E
N
T
A
R
Y
"
a
n
d
"
C
O
D
E
O
F
R
E
C
O
M
M
E
N
D
E
D
S
T
A
N
D
A
R
D
P
R
A
C
T
I
C
E
"
,
Current edition, unless noted.MD2.FASTENING DECK1. Roof deck shall be welded u
s
i
n
g
5
/
8
"
d
i
a
m
e
t
e
r
p
u
d
d
l
e
w
e
l
d
s
,
3
6
/
4
p
a
t
t
e
r
n
w
i
t
h
(
1
)
#
1
0
T
E
K
s
i
d
e
l
a
p
fastener unless otherwise sho
w
n
i
n
t
y
p
i
c
a
l
d
e
t
a
i
l
o
r
i
n
d
i
c
a
t
e
d
o
n
d
r
a
w
i
n
g
s
.
2. Floor deck shall be welded
u
s
i
n
g
3
/
4
"
d
i
a
m
e
t
e
r
p
u
d
d
l
e
w
e
l
d
s
,
3
6
/
4
p
a
t
t
e
r
n
u
n
l
e
s
s
o
t
h
e
r
w
i
s
e
s
h
o
w
n
i
n
typical detail or indicated on dr
a
w
i
n
g
s
MD3.Provide TS 2 1/2x 2 1/2x 1/8 d
e
c
k
s
u
p
p
o
r
t
,
f
i
e
l
d
w
e
l
d
e
d
t
o
j
o
i
s
t
o
r
b
e
a
m
a
t
a
l
l
d
e
c
k
s
p
a
n
c
h
a
n
g
e
s
.
MD4.Provide L3x3x1/4 deck suppor
t
a
t
a
l
l
c
o
l
u
m
n
s
w
h
e
r
e
r
e
q
u
i
r
e
d
,
u
n
l
e
s
s
n
o
t
e
d
.
MD5.Provide 20 gauge cover plate
a
t
a
l
l
r
o
o
f
d
e
c
k
s
p
a
n
c
h
a
n
g
e
s
.
MD6.Provide L3x3x1/4 at all unsupp
o
r
t
e
d
e
d
g
e
s
o
f
d
e
c
k
a
n
d
a
r
o
u
n
d
r
o
o
f
p
e
r
i
m
e
t
e
r
,
u
n
l
e
s
s
o
t
h
e
r
w
i
s
e
n
o
t
e
d
.
MD7.All deck shall be provided in a
m
i
n
i
m
u
m
o
f
3
-
s
p
a
n
l
e
n
g
t
h
s
w
h
e
r
e
p
o
s
s
i
b
l
e
.
054000COLD FORMED
S
T
E
E
L
F
R
A
M
I
N
G
N
O
T
E
S
SF1.All light gage, cold formed ste
e
l
(
C
F
S
)
m
e
m
b
e
r
s
s
h
a
l
l
c
o
n
f
o
r
m
t
o
t
h
e
f
o
l
l
o
w
i
n
g
u
n
l
e
s
s
o
t
h
e
r
w
i
s
e
i
n
d
i
c
a
t
e
d
on drawings, and AISI S100 c
u
r
r
e
n
t
e
d
i
t
i
o
n
:
TYPE
S
I
Z
E
S
P
A
C
I
N
G
G
R
A
D
E
Exterior Wall Studs
6
0
0
S
1
6
2
-
5
4
1
6
"
o
c
,
u
.
n
.
o
.
S
T
3
3
H
(
3
3
k
s
i
)
Interior Load-Bearing Studs
6
0
0
S
1
6
2
-
5
4
1
6
"
o
c
,
u
.
n
.
o
.
S
T
3
3
H
(
3
3
k
s
i
)
SF2.All sheet steel shall comply wit
h
A
S
T
M
A
1
0
0
3
.
C
o
a
t
i
n
g
s
h
a
l
l
b
e
G
9
0
g
a
l
v
a
n
i
z
i
n
g
.
SF3.Provide steel tracks complying
w
i
t
h
A
S
T
M
C
9
5
5
,
t
h
i
c
k
n
e
s
s
t
o
m
a
t
c
h
s
t
u
d
s
,
2
"
f
l
a
n
g
e
w
i
d
t
h
.
SF4.Provide 1/2" ASTM F1554, Gr
a
d
e
3
6
h
o
o
k
e
d
a
n
c
h
o
r
b
o
l
t
s
a
t
a
l
l
s
t
e
e
l
t
r
a
c
k
s
,
u
.
n
.
o
.
A
n
c
h
o
r
b
o
l
t
s
p
a
c
i
n
g
=
48" OC, u.n.o. Provide anchor
b
o
l
t
a
t
8
"
f
r
o
m
t
h
e
e
n
d
s
o
f
a
l
l
w
a
l
l
s
,
u
.
n
.
o
.
SF5.All cold formed steel members
s
h
a
l
l
c
o
m
p
l
y
w
i
t
h
t
h
e
r
e
q
u
i
r
e
m
e
n
t
s
o
f
t
h
e
l
a
t
e
s
t
A
I
S
I
S
p
e
c
i
f
i
c
a
t
i
o
n
.
SF6.Field welding is not permitted.
P
r
o
v
i
d
e
s
c
r
e
w
e
d
c
o
n
n
e
c
t
i
o
n
s
.
SF7.For all non-load bearing studs,
p
r
o
v
i
d
e
d
e
f
l
e
c
t
i
o
n
c
l
i
p
s
i
s
o
l
a
t
i
n
g
t
h
e
s
t
u
d
f
r
o
m
t
h
e
p
r
i
m
a
r
y
s
t
r
u
c
t
u
r
e
.
SF8.Provide 5/8" plywood sheathin
g
o
n
o
u
t
s
i
d
e
f
a
c
e
o
f
a
l
l
e
x
t
e
r
i
o
r
w
a
l
l
s
t
u
d
s
.
3003 E. 98th Street Suite 201
Indianapolis, IN 46280 (317) 574-0143
Fax (317) 573-9895
w
w
w
.
m
c
c
o
m
a
s
e
n
g
.
c
o
m
3
1
7
-
5
8
0
-
0
4
0
2
C
a
r
m
e
l
,
I
n
d
i
a
n
a
4
6
0
3
2
1
7
1
7
E
a
s
t
1
1
6
t
h
S
t
r
e
e
t
,
S
u
i
t
e
2
0
0
S
4
0
1
3003 E. 98th Street Suite 201
Indianapolis, IN 46280 (317) 574-0143
Fax (317) 573-9895
w
w
w
.
m
c
c
o
m
a
s
e
n
g
.
c
o
m
3
1
7
-
5
8
0
-
0
4
0
2
C
a
r
m
e
l
,
I
n
d
i
a
n
a
4
6
0
3
2
1
7
1
7
E
a
s
t
1
1
6
t
h
S
t
r
e
e
t
,
S
u
i
t
e
2
0
0
S
4
0
2
3003 E. 98th Street Suite 201
Indianapolis, IN 46280 (317) 574-0143
Fax (317) 573-9895
w
w
w
.
m
c
c
o
m
a
s
e
n
g
.
c
o
m
3
1
7
-
5
8
0
-
0
4
0
2
C
a
r
m
e
l
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