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S0
02
PL
AN
AS
SU
RA
NC
E
QU
AL
ITY
ST
RU
CT
UR
AL
GE
NE
RA
L
inclu
des:
Pla
n A
ssura
nce
Quality
Stru
ctu
ral
This
p
roje
ct.
this
for
required
is th
at
insp
ection
and
testin
g o
f sc
ope
the
defin
es
wh
ich In
spectio
ns
Specia
l o
f S
tate
ment
Th
e1.
Co
ntra
cto
r. th
e o
f resp
onsib
ilitiesT
he
2.
com
ponents.
bu
ildin
g o
ther
or
ele
ctric
al,
mechanic
al,
arc
hite
ctu
ral,
of
required
Insp
ectio
ns
Specia
l fo
r D
ocum
ents
Constru
ction
the
of
portio
ns
oth
er
toR
efe
r
Ow
ner.
the
by
hire
d b
e w
ill In
specto
rS
pecia
l
wo
rk.
the
of
phase
that
of
com
pletio
n to
prio
r E
ngin
eer
Stru
ctu
ral
and
Arc
hite
ct,
Official,
Build
ing
the
of
attentio
n th
e to
bro
ught
be
shall
they
co
rrecte
d,
no
t a
re d
iscre
pan
cie
s th
e If
co
rrectio
n.
for
Contra
cto
r
the
of
attentio
n im
med
iate th
e to
bro
ught
be
shall
Disc
rep
an
cie
s D
ocum
ents.
Constru
ction
the
to co
nfo
rman
ce in
do
ne
was
insp
ecte
d/te
sted
wo
rk th
at
ind
icate s
hall
Rep
orts
belo
w.
oth
erwise
no
ted
unle
ss b
asis
, w
eekly
a o
n E
ngin
eer
Stru
ctu
ral
and
Arc
hite
ct,
Official,
Build
ing
the
to re
cord
s th
ese
distrib
ute
shall
and
Code
Bu
ildin
g th
e o
f 1
7 C
hap
ter
with
accord
ance
in in
spectio
ns
of
record
s m
aintain
shall
Insp
ecto
rS
pecia
l
insp
ectio
ns.
the
in n
ote
ddisc
repancie
s
any
of
correctio
n a
nd
insp
ectio
ns
specia
l req
uired
do
cum
entin
g re
po
rt fin
al
a su
bm
it s
hall
Insp
ecto
r S
pecia
l th
e p
roje
ct,
the
of
conclu
sion
the
At
INS
PE
CT
ION
S S
PE
CIA
L O
FS
TA
TE
ME
NT
Insp
ectio
ns.
Sp
ecia
l o
f S
tate
ment
this
with
in in
cluded
ele
ments
structu
ral
all
of
insp
ectio
ns
and
tests
follo
win
g th
e p
erform
shall
Insp
ecto
rS
pecia
l
testin
g:
or
insp
ection
specia
l re
qu
ire th
at
wo
rk a
nd
com
ponents
mate
rial,
contain
tab
les
follo
win
gT
he
1.
p
erfo
rmed.
bein
g is
insp
ecte
d b
e to
work
the
where
and
when
pre
sent
is w
ho
insp
ecto
r sp
ecia
l th
e b
y in
spectio
n S
pecia
l in
spectio
n.
specia
l C
ontin
uous
- C
Fre
qu
en
cy
,In
spectio
na.
b
asis
. ran
dom
a o
n ite
ms
the
obse
rve
ste
el
structu
ral
For
perfo
rmed.
bein
g is
or
been
has
insp
ecte
d b
e to
wo
rk th
ew
here
pre
sent
interm
ittently
is w
ho
insp
ecto
r sp
ecia
l th
e b
y in
spectio
n S
pecia
l in
spectio
n.
specia
l P
eriod
ic -
P F
req
uen
cy
,In
spectio
nb.
tasks.
insp
ection
for
info
rmatio
n a
dd
ition
al
for
sectio
n S
teel
See
c.
SO
ILS
Fre
qu
en
cy
Insp
ection
Rem
ark
s
capacity
. b
earin
gdesig
n
he
t a
chie
ve
to a
deq
uate
are
fou
nd
ation
s sh
allow
belo
w m
ate
rials
Verify
1.
-P
-
mate
rial.
pro
per
reach
ed
hav
e a
nd
depth
pro
per
to e
xte
nded
are
excavatio
ns
Verify
2.
-P
fills.
structu
ral
of
pla
cem
en
t to
prio
r a
nd
com
plete
is ex
cavatio
n a
fter
requ
ired is
Insp
ection
mate
rials.
fill co
ntro
lled o
f te
sting
and
classification
Perfo
rm3
.
-P
den
sities.
pla
ce
in o
f v
erification
for
co
ntra
cto
r b
ypro
vid
ed
sam
ple
s field
of
tests
laborato
ryP
erform
pla
ced.
fill o
f fe
et
squ
are
2500
ev
ery
for
lift p
er
test
one
perfo
rm m
inim
um
, a
As
a.
fill.
contro
lled o
f co
mpactio
nan
d
pla
cem
en
t d
urin
g th
ick
ness
lift a
nd
den
sities,
mate
rials,
pro
per
of
use
Verify
4.
C
-com
pactio
n.
and
thic
knesse
s lift
for
specificatio
n to
Refe
r
etc
.). p
roofro
lling,
(e.g
. p
roperly
pre
pare
d b
een
has
site th
e th
at
verify
and
sub
gra
de
obse
rve
fill, co
ntro
lled o
f p
lacem
en
t to
Prio
r5
.-
P-
involv
ed.
are
Pric
es
Un
itw
here
pla
ced
mate
rial
of
quantitie
s a
nd
rem
oved
mate
rial
of
quantitie
sD
etermin
e6
.-
P-
com
ple
ted.
been
has
den
sification
vib
ratory
afte
r a
rea
bu
ildin
g th
e in
locatio
ns
repre
senta
tive
at
feet
___
of
depth
a to
bo
ring
s T
est
Penetra
tion
Sta
ndard
sam
ple
d co
ntin
uo
usly
___
perfo
rm m
inim
um
, a
As
co
mp
actio
n.
vib
ratory
afte
r su
bg
rad
e o
fD
ensificatio
n7
.
-P
-
CO
NS
TR
UC
TIO
NC
ON
CR
ET
EF
req
uen
cy
Insp
ection
Rem
ark
s
cle
ara
nces.
spacin
g,
locatio
n,
quality
,quantity
,
siz
e,
Gra
de,
insta
llatio
n.
and
pla
cem
en
t s
teel
reinfo
rcing
of
Insp
ection
1.
-P
19
10
.4 IB
C /
7.7
- 7
.1 3
.5,
31
8:
AC
I
rein
forc
em
en
t.O
ther
d.
rein
forc
em
en
t.S
hear
c.
rein
forc
em
en
t. s
hear
and
concre
te o
fw
alls
structu
ral
specia
l o
f e
lem
ents
bo
un
dary
and
fram
es,
mo
men
tsp
ecia
l
and
interm
ediate
in fo
rces
ax
ial
and
flexura
l resistin
g s
teel
Rein
forcin
gb
.
70
6 A
AS
TM
than
oth
er
ste
el
reinfo
rcing
of
weld
ability
Verify
a.
weld
ing
: s
teel
reinfo
rcing
of
Insp
ection
2.
- C C -
P - - P
1
705.2
.2 T
able
IBC
/ D
1.4
AW
S /
3.5
.2 3
18:
AC
I
d
epth
. e
mbedm
ent
and
pla
cem
en
t, n
um
ber,
length
, ty
pe,
gra
de,
dia
mete
r,
follo
win
g:
the
of
com
plian
ce V
erify c
on
cre
te.
in c
ast
an
ch
ors
of
Insp
ection
3.
C-
N5.7
360-1
0 A
ISC
19
09
.1,
19
08
.5,
IBC
/ 2
1.1
.8 8
.1.3
, 1
.3.2
, 3
18
:A
CI
torq
ue.
tighten
ing
and
em
bedm
ent
an
ch
or
thic
kness,
minim
um c
oncre
te d
istances,
ed
ge
spacin
g,
an
ch
or
pro
ced
ure
s,clean
ing
and
dia
mete
r h
ole
dim
ensio
ns,
an
ch
or
typ
e,
an
ch
or
verify
mem
bers:
co
ncre
te
hard
en
ed
in in
stalled a
nch
ors
mechanic
al
po
st-installed
of
Insp
ection
4.
C-
En
gin
eer
Stru
ctu
ral
by
ap
pro
ved
be
mu
st
an
ch
ors
installed
post
of
Use
19
09
.1IB
C
/ 2
1.1
.8 8
.1.3
, 3
.8.6
, 3
18:
AC
I
toque.
tighten
ing
and
em
bedm
ent
an
ch
or
thic
kn
ess,
minim
umco
ncre
te
dista
nces,
ed
ge
spacin
g,
an
ch
or
pro
ced
ure
s, clean
ing
and
dia
mete
rh
ole
dim
ensio
ns,
rod
an
ch
or
typ
e,
ad
hesiv
e V
erify .
mem
bers:
concre
tehard
ened
in in
stalled s
teel
reinfo
rcing
and
an
ch
ors
ad
hesiv
e p
ost-in
stalled o
fIn
spectio
n5
.
C-
D9.2
.4 A
pp.
AC
I
mix
. d
esig
n req
uired
of
use
Verify
6.
-P
19
10
.31
91
0.2
,
19
04
.2,
IBC
5.4
, -
5.2
4,
Ch.
318:
AC
I
31
C A
ST
M 1
72
, C
AS
TM 5
.d)
5.c
,
(5b
.vii,
SD
G v
i), v
, iv
, iii,
ii, 5
b.i,
(5.a
,A
CI
5.8
5.6
, 3
18:
AC
I
bre
ak
.o
f
type
and
stren
gth
break
ing
co
mp
ressiv
e
mate
rials,
and
pro
portio
ns
mix
concre
te stru
ctu
re,
in p
lacem
en
tco
ncre
te
of
locatio
n stre
ngth
,co
mp
ressiv
e
desig
n c
oncre
te a
gen
cy
,te
sting
concre
te o
f n
am
e p
lacem
en
t,co
ncre
te
of
date
num
ber,
and
nam
eid
entificatio
n
pro
ject
the
contain
shall
tests
strength
co
mp
ressiv
e o
f R
ep
orts
perfo
rmed.
are
tests
as
day
sam
e th
e o
n w
riting
inR
ep
ort
5.6
.1 3
18:
AC
I
-C
do
cu
men
ts co
nstru
ction
with
com
plian
ceV
erifyb
.
etc
.ad
mix
ture
s,
of
additio
n w
ate
r, o
f ad
ditio
n a
s su
ch
info
rmatio
n,
pertin
en
tA
ny
vii.
pla
cem
en
t a
nd
Locatio
nvi.
times
disc
harg
e a
nd
Batc
hv.
concre
te a
nd
am
bie
nt
Tem
pera
ture
,iv
.
Weig
ht
Un
itiii.
Conte
nt
Air
ii.
Slu
mp
i.
record
: m
old
ed,
set
each
For
a.
pro
ject.
entire
the
for
concre
te o
f c
lass
giv
en a
for
tests
five
than
few
er
No
day.
one
any
in p
laced
desig
n m
ix e
ach
for
are
a su
rface
wall
or
slab
of
feet
squ
are
5,0
00
each
or
yard
s c
ub
ic 1
50
each
for
testin
g stre
ngth
co
mp
ressiv
efo
r
specim
ens
of
set
one
Mold
disc
harg
e.
concre
te from
concre
te fre
shS
amplin
g7
.
te
chniq
ues.
applicatio
n p
rop
er
for
pla
cem
en
t a
nd
con
vey
ing
concre
te o
fIn
spectio
n8
.C
- 5
.10
5.9
, 3
18
:A
CI
tech
niq
ues.
and
tem
pera
ture
curin
g sp
ecified o
f m
ain
tenance
for
Insp
ection
9.
-P
5.1
3 -
5.1
1 3
18
:A
CI
form
ed
. b
ein
gm
em
ber
concre
te th
e o
f d
imen
sion
s a
nd
locatio
n,
shape,
for
form
work
of
Insp
ection
10.
-P
6.1
.1 3
18:
AC
I
specificatio
n S
ee
E1155.
AS
TM
with
acco
rdan
ce
in
pla
cem
ents
slab
concre
te o
f L
eveln
ess
and
Fla
tness
floo
r o
f te
sting
Perfo
rm11.
-P
117-1
0A
CI
GR
OU
TIN
GN
ON
-SH
RIN
KF
req
uen
cy
Insp
ection
Rem
ark
s
28
-day
s.
at
cubes
(3)
7-d
ays,
at
cubes
(2)
3-d
ays,
at
cu
be
(1)
Schedule
:T
est
c.
2
-inch
x 2
-inch
Siz
e:
Cube
b.
gro
utin
g.
of
day
each
for
test
one
of
minim
um o
r u
sed
gro
ut
of
bags
ten
each
for
test
On
e T
ests:
of
Num
ber
a.
C1
10
7.
AS
TM
per
tests
stren
gth
Co
mp
ressive
1.
C -
Fre
qu
en
cy
Insp
ection
Rem
ark
s
constru
ction
top
rior
B 1
.4 A
rticle 6
02
TM
S S
pecificatio
n w
ith a
cco
rdan
ce
in 'm
f o
fV
erification
1.
--
B 1
.4 A
rticle -
60
2T
MS
gro
ut
self-conso
lidatin
g fo
r site
pro
ject
the
to d
elivered
as
(VS
I) In
dex
Stab
ility V
isual
and
flow S
lum
p o
fV
erification
2.
B.1
.b.3
1.5
Article
- 6
02
TM
S
subm
ittals a
pp
rov
ed
follo
win
g th
e w
ith co
mplian
ceV
erify3
.-
--
C270
AS
TM
of
specificatio
n p
rop
ortio
n th
e w
ithco
mp
liance
in in
gred
ients
of
pro
portio
ns
and
type
ind
icating
desig
ns
mix
Mo
rtar
a.
-P
A 2
.6 a
nd
2.1
Article
- 6
02
TM
S
C2
70
. A
ST
M o
f sp
ecification
pro
perty
the
with
acco
rdan
ce
in p
erform
ed te
sts m
orta
r a
nd
desig
ns
mix
Mo
rtar
b.
-P
A 2
.6 a
nd
2.1
Article
- 6
02
TM
S
C476
AS
TM
of
req
uire
men
ts p
rop
ortio
n th
e to
accord
ing
ingred
ients
the
of
pro
portio
ns
and
type
ind
icating
desig
ns
mix
Gro
ut
c.
-P
2.2
Article
- 6
02
TM
S
C476
AS
TM
with
acco
rdan
ce
in p
erform
ed te
st
strength
gro
ut
and
desig
ns
mix
Gro
ut
d.
-P
2.2
Article
- 6
02
TM
S
C1611/C
1611M
.A
ST
M
by
determ
ined
as
(VS
I) In
dex
Stab
ility V
isual
and
flow slu
mp
and
C1019,
AS
TM
with
acco
rdan
ce
in p
erform
ed te
sts stre
ngth
co
mp
ressiv
eG
rou
te.
-P
2.2
Article
- 6
02
TM
S
)F o
90
ab
ov
e
(temp
erature
w
eath
er
h
ot
o
rF
)o
40
belo
w
(temp
erature
weath
er
co
ld
pro
ced
ure
sC
on
structio
nf.
-P
D 1
.8 a
nd
C 1
.8 A
rticle -
60
2T
MS
com
plia
nce:
in a
re fo
llow
ing
the
that
verify
begin
s, co
nstru
ction
maso
nry
As
4.
--
-
morta
r site
-pre
pare
d o
fP
roportio
ns
a.
-P
A 2
.6 a
nd
2.1
Article
- 6
02
TM
S
join
ts m
orta
r o
fC
on
structio
nb
.-
P B
3.3
Article
- 6
02
TM
S
connecto
rs a
nd
rein
forc
em
ent
of
Locatio
nc.
P 3
.4 A
rticle -
60
2T
MS
com
plia
nce:
in a
re fo
llow
ing
the
that
verify
gro
utin
g,
toP
rior
5.
--
-
space
Gro
ut
a.
-P
F 3
.2 a
nd
D 3
.2 A
rticle -
60
2T
MS
bolts
an
ch
or
and
rein
forc
em
ent
of
size
and
typ
e,
Gra
de,
b.
-P
3.4
and
2.4
Article
- 6
02
TM
S
1
.16
Sec
- 4
02
TM
S
reinfo
rcemen
t)
join
t h
oriz
on
tal
(inclu
din
g c
onnecto
rs a
nd
rein
forc
em
ent
of
Pla
cem
en
tc.
-P
3.4
and
E 3
.2 A
rticle -
60
2T
MS
1
.16
Sec
- 4
02
TM
S
g
rou
t site
-pre
pare
d o
fP
roportio
ns
d.
-P
B 2
.6 A
rticle -
60
2T
MS
join
ts m
orta
r o
fC
on
structio
ne.
-P
B 3
.3 A
rticle -
60
2T
MS
co
nstru
ctio
n:
du
ring
Verify
6.
--
-
ele
men
ts
structu
ral
o
f
locatio
n
an
d
Siz
ea.
-P
F 3
.3 A
rticle -
60
2T
MS
constru
ction
o
ther
or
fra
mes,
mem
bers,
stru
ctu
ral
to
maso
nry
of
a
nch
ora
ge
of
deta
ilsoth
er
in
cludin
g a
nch
ors,
of
lo
cation
an
d
siz
e,
T
ype,
b.
-P
1.1
7.1
1.1
6.4
.3,
Sec.
- 4
02
TM
S
)F o
90
ab
ov
e
(temperatu
re
weath
er
h
ot
o
rF
)o
40
belo
w
(temperatu
re
weath
er
co
ld
durin
g
maso
nry
of
pro
tection
an
d
constru
ctio
n,
Pre
para
tion
,c.
-P
D 1
.8 a
nd
C 1
.8 A
rticle -
60
2T
MS
com
plian
ce
inis
gro
ut
o
f
Pla
cem
en
td
.C
- 3
.5 A
rticle -
60
2T
MS
prism
sand
/or
sp
ecim
ens,
m
orta
r
specim
ens,
g
rou
t
of
p
reparatio
nO
bse
rve
7.
-P
B.4
1.4
B.3
, 1
.4 B
.2.b
.3,
1.4
Article
- 6
02
TM
S
ST
EE
LS
TR
UC
TU
RA
LF
req
uen
cy
Insp
ection
Rem
ark
s R
efe
ren
ces
D1
.1/D
1.1
MA
WS
com
ple
teness.
verify
to
pro
gram
co
ntro
l q
uality
fabricato
r's a
nd
ere
cto
r's th
e b
y p
erform
ed ta
sks
of
record
s
review
shall
Insp
ecto
r S
pecia
l T
he
party
. o
ne
only
by
perfo
rmed
are
functio
ns
insp
ection
the
that
so
Insp
ecto
r S
pecia
l th
e w
ith co
ord
inated
be
task
s th
ese
that
perm
itted is
it 3
60-1
0 A
ISC
of
N C
hapte
r to
acco
rdan
ce
in p
rog
ram c
on
trol
quality
ere
cto
r's o
r fab
ricator's
the
by
perfo
rmed
be
been
hav
e ta
sks
follo
win
g th
eW
here
mem
ber.
of
join
t w
elded
each
for
task
s th
ese
Perfo
rm -
Perf.
insp
ectio
ns.
these
pen
din
g d
ela
yed
be
no
t
need
Opera
tions
basis
. ran
do
m a
on
item
s th
ese
Ob
serv
e -
Obs.
etc
. fa
steners,
pro
per
co
nnectio
n,
each
at
deta
ils jo
int
of
applicatio
nstiffen
ing
bra
cin
g,
locatio
ns,
mem
ber
inclu
din
g d
ocu
men
ts co
nstru
ction
ap
pro
ved
the
on
show
n d
eta
ils w
ith co
mplian
ce v
erify to
framin
g s
teel
of
Insp
ection
1.
-
Ob
s.
N5.7
360-1
0A
ISC
certifications
man
ufactu
rer's -
an
ch
ors
stud
Head
ed
c.
reports
test
rod
s th
read
ed
and
rod
sA
nch
or
b.
rep
orts
test
mate
rial
ste
el
structu
ral
Main
a.
docum
ents.
constru
ction
the
with
com
plian
ce
for
belo
w listed
as
certifications
and
rep
orts
test
mate
rial
the
Rev
iew2
.
Perf.
- N
3.2
& N
5.2
360-1
0A
ISC
Weld
ing
to P
rior
Task
s In
spectio
nV
isual
3.
--
N5.4
-1T
ab
le
36
0-1
0A
ISC
availab
le (W
PS
s) sp
ecifications
pro
ced
ure
Weld
ing
a.
Perf.
- 6
.3 D
1.1
/D1.1
MA
WS
availa
ble
. c
onsu
mable
s w
eldin
g fo
r certificatio
ns
Manufa
ctu
rer
b.
Perf.
-
(type/g
rade)
iden
tification
Mate
rial
c.
-O
bs.
6.2
D1.1
/D1.1
MA
WS
typ
e.
low
-stress
the
be
shall
used
, if
Sta
mp
s, id
entifie
d.
be
can
mem
ber
or
join
t a
weld
ed h
as
wh
o w
eld
er
a w
hich
by
system
a m
aintain
sh
all
ap
plic
ab
le,
as
ere
cto
r, o
r fa
bric
ato
r T
he
syste
m.
iden
tification
Weld
er
d.
-O
bs.
D1
.1/D
1.1
M)
AW
S
by
requ
ired n
ot
system
(iden
tification qualificatio
n) (w
eld
er
6.4
D1.1
/D1.1
MA
WS
ap
plic
ab
le)
(if fit
and
type
Back
ing
v.
locatio
n)
and
qu
ality w
eld (ta
ck
Tack
ing
iv.
surfa
ces)
ste
el
of
(con
ditio
nC
leanlin
ess
iii.
bevel)
face,
root
op
en
ing
, ro
ot
(alig
nm
ent,
Dim
ensio
ns
ii.
prep
aration
Join
ti.
geo
metry
) jo
int
(inclu
din
g w
eld
s g
roove
of
Fit-u
pe.
-O
bs.
5.2
2.1
.1 5
.10
, D
1.1
/D1.1
MA
WS
5.1
8 D
1.1
/D1.1
MA
WS
5.1
5 D
1.1
/D1.1
MA
WS
5.2
2 D
1.1
/D1.1
MA
WS
6.5
.2 D
1.1
/D1.1
MA
WS
hole
s a
ccess
of
finish
and
Config
uratio
nf.
-O
bs.
5.1
7 6
.5.2
, D
1.1
/D1.1
MA
WS
locatio
n)
and
qu
ality w
eld (ta
ck
Tack
ing
iii.
su
rfaces)
ste
el
of
(con
ditio
nC
leanlin
ess
ii.
ro
ot)
at
gaps
(alig
nm
ent,
Dim
ensio
ns
i.
weld
s fille
t o
fF
it-up
g.
-O
bs.
5.1
8 D
1.1
/D1.1
MA
WS
5.1
5 D
1.1
/D1.1
MA
WS
5.2
2.1
D1.1
/D1.1
MA
WS
eq
uip
men
t w
eldin
gC
heck
h.
Obs.
Fab
ricatio
n.
shop
for
Req
uired
Only
Weld
ing
Durin
g T
ask
s In
spectio
nV
isual
4.
--
N5
.4-2
Table
360-1
0A
ISC
weld
ers
qualified
of
Use
a.
-O
bs.
6.4
D1.1
/D1.1
MA
WS
co
ntro
lE
xp
osu
reii.
Packagin
gi.
consu
mable
s w
eldin
g o
f h
andlin
g a
nd
Co
ntro
lb
.
-O
bs.
SA
W)
(for
5.3
.3 D
1.1
/D1.1
MA
WS
SM
AW
), (fo
r 5
.3.2
D1.1
/D1.1
MA
WS
5.3
.1 D
1.1
/D1.1
MA
WS
6.2
D1.1
/D1.1
MA
WS
weld
s ta
ck
cra
ck
ed
ov
er
weld
ing
No
c.
-O
bs.
5.1
8 D
1.1
/D1.1
MA
WS
tem
pera
ture
and
Precip
itation
ii.
limits
with
in sp
eed
Win
di.
con
ditio
ns
En
viro
nm
en
tal
d.
-O
bs.
5.1
2.2
D1.1
/D1.1
MA
WS
5.1
2.1
D1.1
/D1.1
MA
WS
OH
) H
, V
, (F
, p
ositio
nP
rop
er
vii.
(min
./max
.) m
aintain
ed te
mpera
ture
Inte
rpass
vi.
app
liedP
reheat
v.
rate
type/flo
w g
as
Shield
ing
iv.
mate
rials
weld
ing
Sele
cte
diii.
speed
Tra
vel
ii.
eq
uip
men
t w
eldin
g o
nS
ettin
gs
i.
follo
wed
WP
Se.
-O
bs.
5.7
5.6
, D
1.1
/D1.1
MA
WS
5.2
1 5
.5,
6.5
.2,
6.3
.3,
D1.1
/D1.1
MA
WS
req
uire
men
ts q
uality
meets
pass
Each
iii.
limitatio
ns
pro
file w
ithin
pass
Each
ii.
cleanin
g fin
al
and
Inte
rpass
i.
techniq
ues
Weld
ing
f.
-O
bs.
5.3
0.1
D1.1
/D1.1
MA
WS
5.2
4 6
.5.3
, 6
.5.2
, D
1.1
/D1.1
MA
WS
Weld
ing
Afte
r T
ask
s In
spectio
nV
isual
5.
--
N5
.4-3
Table
36
0-1
0A
ISC
cle
aned
Weld
sa.
-O
bs.
5.3
0.1
D1.1
/D1.1
MA
WS
weld
s o
f lo
cation
and
len
gth
Siz
e,
b.
Perf.
- 6
.5.1
D1.1
/D1.1
MA
WS
Po
rosity
vii.
Un
derc
ut
vi.
size
Weld
v.
pro
filesW
eldiv
.
se
ctio
n c
ross
Cra
ter
iii.
fusio
nW
eld
/base
-meta
lii.
pro
hib
ition
Cra
ck
i.
criteria a
ccepta
nce
visu
al
meet
Weld
sc.
Perf.
-
6.1
(8)
Table
D1.1
/D1.1
MA
WS
6.1
(7)
Table
D1.1
/D1.1
MA
WS
6
.1(6
) T
able
D1.1
/D1.1
MA
WS
5.2
4 6
.1(4
), T
able
D1.1
/D1.1
MA
WS
6
.1(3
) T
able
D1.1
/D1.1
MA
WS
6.1
(2)
Table
D1.1
/D1.1
MA
WS
6.1
(1)
Table
D1.1
/D1.1
MA
WS
6.5
.3 D
1.1
/D1.1
MA
WS
strikes
Arc
d.
Perf.
- 5
.29
D1.1
/D1.1
MA
WS
weld
. th
e o
f (7
5m
m)
in.
3 w
ithin
cra
ck
s
for
k-a
rea
web
the
insp
ect
visu
ally k
-are
a,
the
in p
erform
ed b
een
has
stiffeners
or
pla
tes
con
tinu
ity p
late
s, d
ou
ble
r o
f w
eldin
g W
hen
k-a
rea.
e.
Perf.
J10.8
. S
ectio
n a
nd
A3
.1c
Sectio
n C
om
men
tary S
ee
(19
97
b).
AIS
C s
ee
but
AW
S in
addre
ssed
No
t
require
d)
(if re
moved
tabs
weld
and
rem
oved
Back
ing
f.
Perf.
- 5
.31
5.1
0,
D1.1
/D1.1
MA
WS
activities
Repair
g.
Perf.
- 5
.26
6.5
.3,
D1.1
/D1.1
MA
WS
mem
ber
or
join
t w
elded
of
rejection
or
accepta
nce
Docum
ent
h.
Perf.
- 6
.5.5
6.5
.4,
D1.1
/D1.1
MA
WS
DE
CK
ST
EE
LF
req
uen
cy
Insp
ection
Rem
ark
s
re
ports.
test
certifiedM
anufactu
rer'sb
.
do
cu
men
ts co
nstru
ction
ap
pro
ved
the
in sp
ecified sta
nd
ard
s A
ST
M to
con
form
to m
arkin
gs
Iden
tification
a.
deck
. s
teel
of
verificatio
nM
ate
rial
1.
-P
-
lap.
deck
and
alig
nm
ent
gen
era
lV
erify2
.-
P-
patte
rn.
and
size
for
weld
sV
erify3
.-
P-
deck
roo
f a
nd
floo
r a
t w
eldin
g o
fIn
spectio
n4
.-
P D
1.3
AW
S w
ith a
ccord
ance
in
atta
ch
men
ts. sid
ela
p o
f ty
pe
and
spacin
gV
erify5
.-
P-
clo
sure
s. d
eck
of
installatio
nV
erify6
.-
P-
do
wn
s. h
old
and
struts)
(dra
g co
llectors
dia
phra
gm
s, b
races,
walls,
sh
ear
inclu
din
g sy
stem resistin
g fo
rce
late
ral
the
with
in c
om
pon
en
ts o
ffasten
ing
oth
er
and
an
ch
orin
g,
bo
lting
, a
ttachm
ent,
screw o
pera
tion
s, w
eldin
gIn
spect
7.
-P
ST
UD
S S
TE
EL
EX
TE
RIO
RC
OL
D-F
OR
ME
DF
req
uen
cy
Insp
ection
Rem
ark
s
dra
win
gs.
shop
ap
pro
ved
the
and
Docum
ents
Constru
ction
the
with
com
plies
mem
bers
cold
-form
ed o
f in
stallation
that
Verify
1.
-P
-
TR
US
SE
S S
TE
EL
CO
LD
-FO
RM
ED
Fre
qu
en
cy
Insp
ection
Rem
ark
s
Do
cu
men
ts. C
onstru
ction
the
and
draw
ing
s sh
op
truss
appro
ved
the
with
accord
ance
in is
trusse
s o
f in
stallation
and
arra
ngem
ent
gen
era
l th
at
Verify
1.
-P
-
dam
ag
ed
. n
ot
are
co
nn
ectio
ns
truss
and
trusse
s th
at
Verify
2.
-P
-
po
ints.
sup
po
rt a
ll a
t le
ng
ths
bearin
g tru
ssV
erify3
.-
P-
po
ints.
sup
po
rt a
ll a
t d
eta
ils a
nch
ora
ge
truss
Verify
4.
-P
-
hard
ware
con
nectio
n tru
ssV
erify5
.-
P-
dra
win
gs.
shop
ap
pro
ved
the
with
accord
ance
in in
stalled a
re restrain
t/bracin
g m
em
ber
truss
ind
ivid
ual
perm
anent
the
and
restraint/b
racing
installatio
n tem
porary
the
that
Verify
6.
-P
-
Do
cu
men
ts. C
onstru
ction
the
and
draw
ing
s sh
op
ap
pro
ved
with
accord
ance
in in
stalled b
een
has
blo
ckin
g p
anel
shear
that
Verify
7.
-P
-
mo
difie
d.
or
cut
been
not
hav
e m
em
bers
truss
that
Verify
8.
-P
-
site o
n p
roperly
store
d b
ein
g a
re tru
sses
that
Verify
9.
-P
-
do
wn
s. h
old
and
struts)
(dra
g co
llectors
dia
phra
gm
s, b
races,
walls,
sh
ear
inclu
din
g sy
stem
, resistin
g fo
rce
late
ral
the
with
in c
om
pon
en
ts o
ffasten
ing
oth
er
and
an
ch
orin
g,
bo
lting
, a
ttachm
ent,
screw o
pera
tion
s, w
eldin
gIn
spect
10.
-P
Join
ts W
elded
of
(ND
T)
Testin
gN
ondestru
ctive
6.
.sp
ecification
s
pro
ject
or
d
rawin
gs
desig
n
the
indesig
nate
d
oth
erwise
un
less
structu
res,
lo
ad
ed
statically
for
D1.1/D
1.1M
AW
S w
ith a
cco
rdan
ce
in b
e s
hall
criteria A
cceptan
ceIn
specto
r.
Sp
ecia
l th
e b
y p
erform
ed b
e s
hall
field th
e in
com
pleted
weld
s
of
ND
T A
ll re
ports.
ND
T fab
ricator's
the
review
shall
ag
en
cy
insp
ection
Sp
ecia
l th
e N
DT
, th
e p
erform
s fa
bric
ato
r th
eW
hen
ap
plic
ab
le.
wh
ere
Official
Bu
ildin
g th
e b
y a
pp
rov
ed
or
Certified
AIS
C is
fabric
ato
r w
hen
fabric
ato
r th
at
by
perfo
rmed
be
may
shop
fabricato
r's a
in co
mpleted
weld
s o
f N
DT
.D
1.1
/D1
.1M
.
AW
S w
ith a
ccord
ance
in In
specto
r S
pecia
l b
y p
erform
edbe
shall
req
uire
d,
wh
ere
(RT
), te
sting
radio
grap
hic
and
(PT
)te
sting
pen
etra
nt
(MT
), te
sting
particle
magnetic
(UT
), te
sting
Ultraso
nic
g
reate
r.
or
thick
5/1
6O
mate
rial
in jo
ints
corn
er
and
T-
bu
tt, a
in lo
adin
gte
nsio
n
app
lied tra
nsv
erse
ly to
sub
ject
weld
s g
rov
e p
enetratio
n co
mp
lete a
llU
Ta.
Perf.
-J6
.2b
34
1-1
0 A
ISC
& N
5.5
b 3
60
-10
AIS
C
contra
cto
r. to
sub
mit
ow
ner
or
EO
Rto
rep
orts
ND
T su
bm
itting
to C
on
cu
rren
t lo
catio
n.
and
mark
pie
ce
structu
re,
the
in lo
cation
by
weld
teste
d id
entify
ing
perfo
rmed,
ND
T a
llD
ocum
ent
b.
Perf.
- N
5.5
g 3
60
-10
AIS
C
fabric
ato
r b
y p
erform
ed re
ports
test
ND
TR
eview
c.
N7
360
-10
AIS
C
Boltin
g to
Prio
r T
ask
sIn
spectio
n7
.
-
N5.6
-1 T
ab
le 3
60
-10
AIS
C
jo
ints.
critic
al
slip
and
pre
tensio
n a
ll a
nd
applicab
le is
task
if jo
ints
tight
Sn
ug
all
of
10% fo
rP
erform
mate
rials
faste
ner
for
availab
le certificatio
ns
Man
ufactu
rer'sa.
Perf.
- 9
.1 &
2.1
RC
SC
req
uire
men
ts A
ST
M w
ith a
cco
rdan
ce
in m
ark
ed
Faste
ners
b.
Perf.
- S
tand
ard
s)A
ST
M
See
(Also
9.1
& C
-2.1
Fig
ure
RC
SC
pla
ne)
shear
from ex
cluded
be
to a
reth
read
s
if le
ngth
bolt
typ
e,
(gra
de,
deta
il jo
int
the
for
sele
cte
d fa
steners
Pro
per
c.
-O
bs.
9.1
& 2
.7.2
2.3
.2,
RC
SC
deta
il jo
int
for
sele
cte
d p
roced
ure
boltin
gP
rop
er
d.
-O
bs.
8 &
4,
RC
SC
req
uire
men
ts ap
plicab
le m
eet
specifie
d,
if p
repara
tion,
hole
an
d
conditio
n su
rface
fayin
g ap
pro
priate
the
inclu
din
g e
lem
ents,
Co
nn
ecting
e.
-O
bs.
9.3
& 9
.4 3
,R
CS
C
bolts
tight
Snug
for
requ
ired n
ot
used
, m
eth
od
s a
nd
asse
mb
lies
faste
ner
for
do
cu
men
ted
and
ob
serv
ed
perso
nnel
installatio
n b
y te
sting
verificatio
nP
re-installatio
nf.
-O
bs.
9.2
& 7
RC
SC
com
ponents
faste
ner
oth
er
and
wash
ers
nu
ts,
bolts,
for
pro
vid
ed sto
rag
eP
rop
er
g.
-O
bs.
9.1
& 2
.2,8
RC
SC
Boltin
g D
urin
g T
ask
sIn
spectio
n8
.
--
N5
.6-2
Table
36
0-1
0A
ISC
pro
ced
ure
s.
preten
sionin
g b
olt
du
ring
pre
sen
t b
en
ot
need
Insp
ecto
r S
pecia
l jo
ints.
critic
al
slip
and
pre
tensio
n a
ll a
nd
applicab
le is
task
if jo
ints
tight
Sn
ug
all
of
10% fo
rP
erform
requ
ired a
s p
ositio
ned
are
require
d)
(ifw
ash
ers
and
hole
s a
ll in
pla
ced
conditio
n,
suita
ble
of
asse
mblie
s,F
aste
ner
a.
-O
bs.
9.1
& 8
.1R
CS
C
operatio
n
preten
sionin
g th
e to
prio
r co
nd
ition
snug-tig
ht
the
to b
rou
gh
tJoin
tb
.-
Obs.
9.1
& 8
.1R
CS
C
rotatin
g from
pre
vente
d w
rench
the
by
turn
ed
not
com
ponent
Faste
ner
c.
-O
bs.
9.2
& 8
.2R
CS
C
ed
ges
free
the
tow
ard p
oin
t rig
id m
ost
the
from sy
stematically
pro
gre
ssing
Specific
atio
n,
RC
SC
the
with
acco
rdan
ce
in p
rete
nsio
ned
are
Faste
ners
d.
-O
bs.
9.2
& 8
.2R
CS
C
Boltin
g A
fter
Task
sIn
spectio
n9
.-
- N
5.6
-3 T
able
36
0-1
0A
ISC
co
nn
ectio
ns
bolte
d o
f rejectio
n o
r a
ccepta
nce
Docum
ent
a.
Perf.
Pla
cem
en
t
Co
ncre
te to
Prio
r C
onstru
ction
Com
po
site o
f E
lem
en
ts S
teel
of
Insp
ection
10.
--
N6
-1 T
able
360
-10
AIS
C
an
ch
ors
stud
headed
ste
el
of
installatio
n a
nd
Pla
cem
en
ta.
-O
bs.
50
0).
per
(1
test
ben
d H
am
mer
and
insp
ect
Visu
ally
ele
ments
ste
el
of
rejection
or
accepta
nce
Docum
ent
b.
-O
bs.
ST
RU
CT
UR
AL
ST
EE
L (C
ON
T.)
NO
N-E
mpirical)
meth
ods
En
gin
eere
d u
sing
ST
RU
CT
UR
ES
III O
R II,
I,
CA
TE
GO
RY
RIS
K (F
OR
- B
LE
VE
L
M
AS
ON
RY
CO
NC
RE
TE
Fre
qu
en
cy
Insp
ection
Rem
ark
s R
efe
rences
D1
.1/D
1.1
MA
WS
ST
RU
CT
UR
AL
QU
AL
ITY
AS
SU
RA
NC
E P
LA
N
Plo
t Date
:
of
SH
EE
T N
UM
BE
R
PROJECT TITLE
SH
EE
T T
ITL
E
PR
OJE
CT
NO
:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
DA
TE
ISS
UE
D:
RE
VIS
ION
S &
AD
DE
ND
UM
S
TUPELO, M S 38802
P.O. BO X 440
M AILING ADDRESS:
TUPELO, M S 38804
533 W EST M AIN STREET
O FFICE ADDRESS:
FAX: (662) 844-0500
PHO NE: (662) 844-4400
W.G
./T.S
.
C.F
.
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uite
106
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esign
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AR
CH
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GIN
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