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C2 D1 D2 E1 E2
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:
1.
T
H
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O
W
N
E
R
W
I
L
L
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M
P
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O
Y
T
H
E
S
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V
I
C
E
S
O
F
O
N
E
O
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M
O
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E SPECIAL INSPECTORS TO PROVIDE SPECIAL INSPECTIONS DURING
CO
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F
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SPECTIONS REQUIREMENTS TABLE.
2.
T
H
E
S
P
E
C
I
A
L
I
N
S
P
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C
T
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S
H
A
L
L
B
E
A
Q
U
A
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I
F
I
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O
N WHO SHALL DEMONSTRATE HIS COMPETENCE, TO THE SATISFACTION OF
TH
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B
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I
L
D
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N
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O
F
F
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F
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O
N
O
F
T
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LAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.
3.
D
U
T
I
E
S
A
N
D
R
E
S
P
O
N
S
I
B
I
L
I
T
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O
F
T
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S
P
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C
I
A
L
I
N
S
P
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TOR:
OB
S
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V
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T
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W
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K
A
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S
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G
N
E
D
F
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O
N
F
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R
M
A
N
C
E
W
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H
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APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. THE INSPECTOR
MA
Y
N
O
T
A
L
T
E
R
,
M
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D
I
F
Y
,
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N
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R
W
A
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A
N
Y
O
F
T
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E
REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS.
FU
R
N
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S
H
I
N
S
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T
I
O
N
R
E
P
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W
N
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,
T
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B
U
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D
I
NG OFFICIAL, AND THE PROFESSIONAL OF RECORD. ALL DISCREPANCIES
SH
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B
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B
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I
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A
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CONTRACTOR FOR CORRECTION, THEN, IF NOT CORRECTED, SUBMIT A
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WEEKLY BASIS TO THE OWNER, THE BUILDING OFFICIAL, AND THE
PR
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EEN COMPLETED.
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RK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S
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,
SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS
OF
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.
4.
W
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P
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R
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M
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N
T
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D
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A
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T
HE REQUIREMENTS OF OTHER SPECIFIED TESTING, DUPLICATE INSPECTIONS
SH
A
L
L
N
O
T
B
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R
E
Q
U
I
R
E
D
.
SO
I
L
S
:
1.
S
I
T
E
P
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P
A
R
A
T
I
O
N
-
V
E
R
I
F
Y
T
H
A
T
T
H
E
S
I
T
E
S
U
B
G
R
A
D
E
S
O
ILS ARE PROPERLY PREPARED
2.
F
I
L
L
P
L
A
C
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M
E
N
T
1
2
"
T
H
I
C
K
O
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-
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A
T
ERIAL BEING USED AND LIFT THICKNESS
3.
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V
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L 12" THICK OR GREATER
4.
S
U
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-
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V
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,
C
OMPACTION GROUTING, DYNAMIC
CO
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,
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CONTINUOUSGEOTECHNICAL ENGINEERING REPORTCONTINUOUS PERIODIC
CO
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C
R
E
T
E
(N
O
T
A
P
P
L
I
C
A
B
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-
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)
ACI 318: 3.5,7.1-7.7PERIODIC PERIODIC CONTINUOUS CONTINUOUSAWS D1.4 ACI 318: 3.5.2 PERIODIC
3.
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P
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B
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O AND DURING PLACEMENT OF
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CONTINUOUS
5.
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PERIODICACI 318:Ch. 4, 5.2-5.4
6.
S
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M
P
L
I
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G
F
R
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S
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C
O
N
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D
P
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F
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M
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,
A
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CONTENT AND DETERMINING THE
TE
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F
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C
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M
A
K
I
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SPECIMENS FOR STRENGTH
TE
S
T
S
.
PERIODICASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8
7.
I
N
S
P
E
C
T
I
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N
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C
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P
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M
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N
T
F
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R PROPER APPLICATION
TE
C
H
N
I
Q
U
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S
.
ACI 318:Ch. 5.9, 5.10
8.
I
N
S
P
E
C
T
I
O
N
F
O
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M
A
I
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P
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I
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D
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U
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G
T
E
MPERATURE AND TECHNIQUES.ACI 318:5.11-5.13
9.
V
E
R
I
F
I
C
A
T
I
O
N
O
F
I
N
-
S
I
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O
N
C
R
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T
E
S
T
R
E
N
G
T
H
,
P
R
I
O
R
TO REMOVAL OF SHORES AND FORMS
FR
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M
B
E
A
M
S
A
N
D
S
T
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U
C
T
U
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A
L
S
L
A
B
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.
CONTINUOUSACI 318: 6.2CONTINUOUSCONTINUOUS
SH
E
A
R
R
E
I
N
F
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C
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M
E
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T
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H
ER THANASTM A 706
d.c.b.
1.
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N
O
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F
L
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X
U
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A
L
A
N
D
A
X
I
A
L
F
O
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C
ES IN INTERMEDIATE AND
SP
E
C
I
A
L
M
O
M
E
N
T
F
R
A
M
E
S
,
A
N
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B
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D
A
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T
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P
ECIAL REINFORCED
CO
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,
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.
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FREQUENCY
4.
I
N
S
P
E
C
T
E
P
O
X
Y
A
N
C
H
O
R
S
A
N
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P
A
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O
N
A
N
C
H
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S
I
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S
T
A
LLED IN HARDENED CONCRETE.CONTINUOUSPRODUCT ICC-ES REPORTCONTINUOUSREFERENCEDSTANDARD
2.
I
N
S
P
E
C
T
I
O
N
O
F
R
E
I
N
F
O
R
C
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N
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S
T
E
E
L
W
E
L
D
I
N
G
A
S
R
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Q
U
I
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ED BELOW BELOW
a.
ST
E
E
L
C
O
N
S
T
R
U
C
T
I
O
N
PERIODICAPPLICABLE ASTM MATERIAL SPECIFICATIONS:AISC ASD.SECTION A3.4:AISC LRFD.SECTION A3.3 CONTINUOUSAISC LRFD SECTION M2.5PERIODIC AISC. ASD.SECTION A3.6 AISC LRFD.SECTION A3.5ASTM A 6 OR ASTM A 568 AWS D1.3PERIODICCONTINUOUSCONTINUOUSCONTINUOUSPERIODICAWS D1.1
1)
C
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P
L
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A
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D
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;
SP
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FREQUENCY PERIODIC PERIODIC
c.
A
P
P
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A
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.
3)
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L
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5
/
1
6
"
(
7
.
9
m
m)
4)
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E
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5
/
16" (7.9mm)REFERENCED STANDARD
1.
M
A
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B
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,
N
U
TS, AND WASHERS:
a.
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D
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T
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F
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A
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A
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M
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T
A
N
D
ARDS SPECIFIED IN THE
AP
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.
b.
M
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F
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a.
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O
C
O
N
F
O
R
M
T
O
A
S
T
M
S
T
A
N
D
ARDS SPECIFIED IN THE
AP
P
R
O
V
E
D
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
.
b.
M
A
N
U
F
A
C
T
U
R
E
R
'
S
C
E
R
T
I
F
I
E
D
M
I
L
L
T
E
S
T
R
E
P
O
R
T
S
R
E
Q
U
I
RED
a.
I
D
E
N
T
I
F
I
C
A
T
I
O
N
M
A
R
K
I
N
G
S
T
O
C
O
N
F
O
R
M
T
O
A
S
T
M
S
T
A
N
D
ARDS SPECIFIED IN THE
AP
P
R
O
V
E
D
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
.
b.
M
A
N
U
F
A
C
T
U
R
E
R
'
S
C
E
R
T
I
F
I
E
D
M
I
L
L
T
E
S
T
R
E
P
O
R
T
S
.
R
E
Q
U
IRED
4.
M
A
T
E
R
I
A
L
V
E
R
I
F
I
C
A
T
I
O
N
O
F
W
E
L
D
F
I
L
L
E
R
M
A
T
E
R
I
A
L
S
:
a.
I
D
E
N
T
I
F
I
C
A
T
I
O
N
M
A
R
K
I
N
G
S
T
O
C
O
N
F
O
R
M
T
O
A
W
S
S
P
E
C
I
F
ICATION IN THE APPROVED
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
.
b.
M
A
N
U
F
A
C
T
U
R
E
R
'
S
C
E
R
T
I
F
I
C
A
T
E
O
F
C
O
M
P
L
I
A
N
C
E
R
E
Q
U
I
R
E
D
6.
I
N
S
P
E
C
T
I
O
N
O
F
S
T
E
E
L
F
R
A
M
E
J
O
I
N
T
D
E
T
A
I
L
S
F
O
R
C
O
M
P
LIANCE WITH APPROVED
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
:
b.
M
E
M
B
E
R
L
O
C
A
T
I
O
N
S
.
1.
A
P
P
L
I
C
A
B
L
E
E
L
E
M
E
N
T
(
F
A
B
R
I
C
A
T
O
R
C
E
R
T
I
F
I
C
A
T
I
O
N
R
E
Q
U
IREMENTS)
a.
S
T
R
U
C
T
U
R
A
L
S
T
E
E
L
(
A
I
S
C
C
E
R
T
I
F
I
E
D
F
O
R
C
O
N
V
E
N
T
I
O
N
A
L
STEEL BUILDING )
b.
S
T
E
E
L
J
O
I
S
T
S
/
J
O
I
S
T
G
I
R
D
E
R
S
(
S
J
I
M
E
M
B
E
R
)
c.
S
T
E
E
L
R
O
O
F
D
E
C
K
(
S
D
I
M
E
M
B
E
R
)
2.
W
H
E
N
S
P
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
S
A
R
E
R
E
Q
U
I
R
E
D
B
Y
B
U
I
L
D
I
N
G
OFFICIAL
a)
F
A
B
R
I
C
A
T
I
O
N
A
N
D
I
M
P
L
E
M
E
N
T
A
T
I
O
N
P
R
O
C
E
D
U
R
E
S
:
T
H
E
S
P
ECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATOR
MA
I
N
T
A
I
N
S
D
E
T
A
I
L
E
D
F
A
B
R
I
C
A
T
I
O
N
A
N
D
Q
U
A
L
I
T
Y
C
O
N
T
R
O
L
PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION,
CO
N
T
R
O
L
O
F
T
H
E
W
O
R
K
M
A
N
S
H
I
P
,
A
N
D
T
H
E
F
A
B
R
I
C
A
T
O
R
'
S
A
BILITY TO CONFORM TO APPROVED CONSTRUCTION
DO
C
U
M
E
N
T
S
A
N
D
R
E
F
E
R
E
N
C
E
D
S
T
A
N
D
A
R
D
S
.
T
H
E
S
P
E
C
I
A
L
I
N
S
PECTOR SHALL REVIEW THE PROCEDURES FOR
CO
M
P
L
E
T
E
N
E
S
S
A
N
D
A
D
E
Q
U
A
C
Y
R
E
L
A
T
I
V
E
T
O
T
H
E
C
O
D
E
R
E
Q
UIREMENTS FOR THE FABRICATOR'S SCOPE OF WORK.
3.
W
H
E
N
S
P
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
S
A
R
E
N
O
T
R
E
Q
U
I
R
E
D
B
Y
T
H
E
BUILDING OFFICIAL
a)
U
P
O
N
C
O
M
P
L
E
T
I
O
N
O
F
F
A
B
R
I
C
A
T
I
O
N
,
T
H
E
A
P
P
R
O
V
E
D
F
A
B
R
ICATOR SHALL SUBMIT A CERTIFICATE OF THE COMPLIANCE
TO
T
H
E
B
U
I
L
D
I
N
G
O
F
F
I
C
I
A
L
S
T
A
T
I
N
G
T
H
A
T
T
H
E
W
O
R
K
W
A
S
PERFORMED IN ACCORDANCE WITH THE APPROVED
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
.
2.
I
N
S
P
E
C
T
I
O
N
O
F
H
I
G
H
-
S
T
R
E
N
G
T
H
B
O
L
T
I
N
G
:
3.
M
A
T
E
R
I
A
L
V
E
R
I
F
I
C
A
T
I
O
N
O
F
S
T
R
U
C
T
U
R
A
L
S
T
E
E
L
:
a.
S
T
R
U
C
T
U
R
A
L
S
T
E
E
L
5.
I
N
S
P
E
C
T
I
O
N
O
F
W
E
L
D
I
N
G
:
2)
M
U
L
T
I
-
P
A
S
S
F
I
L
L
E
T
W
E
L
D
S
5)
F
L
O
O
R
A
N
D
D
E
C
K
W
E
L
D
S
a.
D
E
T
A
I
L
S
S
U
C
H
A
S
B
R
A
C
I
N
G
A
N
D
S
T
I
F
F
E
N
I
N
G
CONTINUOUS
MA
S
O
N
R
Y
4.
G
R
O
U
T
P
L
A
C
E
M
E
N
T
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
T
O
E
N
S
U
R
E
C
O
M
P
L
IANCE WITH CODE
AN
D
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
P
R
O
V
I
S
I
O
N
S
.
5.
P
R
E
P
A
R
A
T
I
O
N
O
F
A
N
Y
R
E
Q
U
I
R
E
D
G
R
O
U
T
S
P
E
C
I
M
E
N
S
,
M
O
R
T
AR SPECIMENS
AN
D
/
O
R
P
R
I
S
M
S
S
H
A
L
L
B
E
O
B
S
E
R
V
E
D
.
6.
C
O
M
P
L
I
A
N
C
E
W
I
T
H
R
E
Q
U
I
R
E
D
I
N
S
P
E
C
T
I
O
N
P
R
O
V
I
S
I
O
N
S
O
F
THE
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
A
N
D
A
P
P
R
O
V
E
D
S
U
B
M
I
T
T
A
L
S
S
H
A
L
L BE VERIFIEDPERIODICPERIODICPERIODICPERIODICPERIODICPERIODICPERIODICCONTINUOUSCONTINUOUSPERIODICART. 2.6A ART. 3.3B ART. 3.4 ART. 1.5ART. 1.4ART. 3.5SEC.1.15.4,2.1.2ART. 3.3G ART. 2.4, 3.4 ART. 1.8SEC. 1.12 SEC. 8.5.7 &SEC. 8.5.7.2 ART. 3.2DPERIODIC PERIODIC PERIODIC PERIODICART. 3.4 ART. 2.6B ART. 3.3B
b.
T
Y
P
E
,
S
I
Z
E
A
N
D
L
O
C
A
T
I
O
N
O
F
A
N
C
H
O
R
S
,
I
N
C
L
U
D
I
N
G
O
T
HER DETAILS OF
AN
C
H
O
R
A
G
E
O
F
M
A
S
O
N
R
Y
T
O
S
T
R
U
C
T
U
R
A
L
M
E
M
B
E
R
S
,
F
R
A
M
E
S
OR OTHER
CO
N
S
T
R
U
C
T
I
O
N
.
SP
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
FREQUENCYREFERENCED STANDARD
a.
S
I
Z
E
A
N
D
L
O
C
A
T
I
O
N
O
F
S
T
R
U
C
T
U
R
A
L
E
L
E
M
E
N
T
S
.
c.
L
O
C
A
T
I
O
N
O
F
R
E
I
N
F
O
R
C
E
M
E
N
T
A
N
D
C
O
N
N
E
C
T
O
R
S
.
ACI 530/ASCE 5/TMS 402ACI 530.1/ASCE 5/TMS 602
1.
A
S
M
A
S
O
N
R
Y
C
O
N
S
T
R
U
C
T
I
O
N
B
E
G
I
N
S
,
T
H
E
F
O
L
L
O
W
I
N
G
S
H
ALL BE VERIFIED
TO
E
N
S
U
R
E
C
O
M
P
L
I
A
N
C
E
:
c.
S
P
E
C
I
F
I
E
D
S
I
Z
E
,
G
R
A
D
E
A
N
D
T
Y
P
E
O
F
R
E
I
N
F
O
R
C
E
M
E
N
T
.
e.
P
R
O
T
E
C
T
I
O
N
O
F
M
A
S
O
N
R
Y
D
U
R
I
N
G
C
O
L
D
W
E
A
T
H
E
R
(
T
E
M
P
ERATURE BELOW
40
°
F
)
O
R
H
O
T
W
E
A
T
H
E
R
(
T
E
M
P
E
R
A
T
U
R
E
A
B
O
V
E
9
0
°
F
)
.
3.
P
R
I
O
R
T
O
G
R
O
U
T
I
N
G
,
T
H
E
F
O
L
L
O
W
I
N
G
S
H
A
L
L
B
E
V
E
R
I
F
I
ED TO ENSURE
CO
M
P
L
I
A
N
C
E
:
b.
P
L
A
C
E
M
E
N
T
O
F
R
E
I
N
F
O
R
C
E
M
E
N
T
A
N
D
C
O
N
N
E
C
T
O
R
S
.
d.
W
E
L
D
I
N
G
O
F
R
E
I
N
F
O
R
C
I
N
G
B
A
R
S
.
a.
G
R
O
U
T
S
P
A
C
E
I
S
C
L
E
A
N
.
c.
P
R
O
P
O
R
T
I
O
N
S
O
F
S
I
T
E
-
P
R
E
P
A
R
E
D
G
R
O
U
T
d.
C
O
N
S
T
R
U
C
T
I
O
N
O
F
M
O
R
T
A
R
J
O
I
N
T
S
a.
P
R
O
P
O
R
T
I
O
N
S
O
F
S
I
T
E
P
R
E
P
A
R
E
D
M
O
R
T
A
R
.
b.
C
O
N
S
T
R
U
C
T
I
O
N
O
F
M
O
R
T
A
R
J
O
I
N
T
S
.
2.
T
H
E
I
N
S
P
E
C
T
I
O
N
P
R
O
G
R
A
M
S
H
A
L
L
V
E
R
I
F
Y
:
MA
S
O
N
R
Y
L
I
N
T
E
L
S
C
H
E
D
U
L
E
F
O
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M
A
S
O
N
R
Y
W
A
L
L
S
MA
R
K
D
E
P
T
H
B
O
T
T
O
M
R
E
I
N
F
O
R
C
I
N
G
T
O
P
R
E
I
N
F
O
R
C
I
N
G
S
T
I
R
R
U
P
ML
1
16
"
(
2
)
#
4
(
2
)
#
4
N
/
A
ML
2
24
"
(
2
)
#
4
(
2
)
#
4
N
/
A
NO
T
E
S
:
1.
P
R
O
V
I
D
E
8
"
M
I
N
.
B
E
A
R
I
N
G
E
A
C
H
E
N
D
.
2.
A
L
L
L
I
N
T
E
L
S
S
H
A
L
L
H
A
V
E
2
4
"
S
O
L
I
D
G
R
O
U
T
E
D
M
A
S
O
N
R
Y
BE
L
O
W
B
E
A
R
I
N
G
.
3.
A
L
L
L
I
N
T
E
L
S
S
H
A
L
L
B
E
T
E
M
P
O
R
A
R
I
L
Y
S
H
O
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E
D
A
S
R
E
Q
U
I
R
ED
T
O
C
O
M
P
E
N
S
A
T
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F
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R
D
E
A
D
L
O
A
D
D
E
F
L
E
C
T
I
O
N
O
N
N
O
N
-
C
U
RE
D
M
A
S
O
N
R
Y
.
4.
M
A
S
O
N
R
Y
L
I
N
T
E
L
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
F
O
R
A
L
L
O
P
E
N
I
N
G
S
I
N
F
I
R
E
W
A
L
L
S
,
C
O
N
T
A
C
T
E
N
G
I
N
E
E
R
F
O
R
L
I
N
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E
L
S
I
Z
E
S
N
O
T
S
H
O
W
N
.
EX
T
E
R
I
O
R
W
A
L
L
S
-
S
T
E
E
L
F
R
A
M
I
N
G
OP
E
N
I
N
G
S
I
Z
E
L
I
N
T
E
L
T
Y
P
E
L
I
N
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E
L
S
I
Z
E
L
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N
T
E
L
D
E
T
A
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R
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M
A
RK
S
UP
T
O
4
'
-
0
"
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