|
INSPECTION AND
TESTING (Continuous & Periodic is as Defined by the BCNYS)
|
CONTINUOUS |
PERIODIC |
REFERENCE
STANDARD |
BCNYS
REFERENCE |
CHECK IF
REQUIRED |
IDENTIFY SPEC
SECTION AND PROVIDE CLARIFYING NOTES IF NECESSARY |
A. Steel Construction
|
|
|
|
|
|
|
|
1.
Material verification of high-strength bolts, nuts and washers. |
|
X |
Applicable ASTM
material specifications. AISC ASD, Section A3.4; AISC LRFD, Section A3.3 |
1704.3 |
|
|
|
2.
Inspection of high-strength bolting. |
X |
X |
AISC LRFD, Section M2.5 |
1704.3,
1704.3.3 |
|
|
|
3.
Material verification of structural steel. |
|
|
ASTM A 6 or A 568 |
1704.3,
1708.4 |
|
|
|
4.
Material verification of weld filler materials. |
|
|
AISC, ASD, Section
A3.6; AISC LRFD, Section A3.5 |
1704.3 |
|
|
|
5.
Inspection of welding: |
|
|
AWS D1.1, D1.3, D1.4;
ACI 318: 3.5.2 |
1704.3,
1704.3.1,
1903.5.2 |
|
|
|
a.
Structural steel |
X |
X |
|
|
|
|
|
b.
Reinforcing steel |
X |
X |
|
|
|
|
|
6.
Inspection of steel frame joint details. |
|
X |
|
1704.3,
1704.3.2 |
|
|
B. Concrete Construction
|
|
|
|
|
|
|
|
1.
Inspection of reinforcing steel, including prestressing tendons, and
placement. |
|
X |
ACI 318: 3.5, 7.1-7.7 |
1704.4,
1903.5,
1907.1,
1907.7,
1914.4 |
|
|
|
2.
Inspection of reinforcing steel welding. |
|
|
AWS D1.4; ACI 318:
3.5.2 |
1704.4,
1903.5.2 |
|
|
|
3.
Inspection of bolts to be installed in concrete prior to and during
placement. |
X |
|
|
1704.4,
1912.5 |
|
|
|
4.
Verify use of required design mix. |
|
X |
ACI 318: Ch. 4, 5.2-5.4 |
1704.4,
1904,
1905.2-1905.4,
1914.2,
1914.3 |
|
|
|
5.
Sampling fresh concrete: slump, air content, temperature, strength
test specimens. |
X |
|
ASTM C 172, C 31; ACI
318: 5.6, 5.8 |
1704.4,
1905.6,
1914.10 |
|
|
|
6.
Inspection of placement for proper application techniques. |
X |
|
ACI, 318: 5.9, 5.10 |
1704.4,
1905.9,
1905.10,
1914.6,
1914.7,
1914.8 |
|
|
|
7.
Inspection for maintenance of specified curing temperature and
techniques. |
|
X |
ACI, 318: 5.11, 5.13 |
1704.4,
1905.11,
1905.13,
1914.9 |
|
|
|
8.
Inspection of prestressed concrete. |
X |
|
ACI 318: 18.18, 18.164 |
1704.4 |
|
|
|
9.
Erection of precast concrete members. |
|
X |
ACI 318: Ch. 16 |
1704.4 |
|
|
|
10.
Verification of in-situ concrete strength prior to stressing of
tendons and prior to removal of shores and forms from beams and slabs. |
|
X |
SVI 318: 6.2 |
1704.4,
1906.2 |
|
|
C.
Masonry Construction
L1 = Level 1 Inspection
required for nonessential facilities.
L2 = Level 2 Inspection
required for essential facilities. In general, schools are not considered
essential facilities unless they are a designated emergency shelter. |
|
|
ACI 530/ ASCE 5/TMS
402, Ch. 35 |
ACI 530.1/ ASCE 6/TMS
602, Ch. 35 |
|
|
|
|
1.
Verify to ensure compliance: |
|
|
|
|
|
|
|
a. Proportions of site
prepared mortar and grout. |
|
X
L1
L2 |
|
2.6A |
1704.5 |
|
|
|
b. Placement of
masonry units and construction of mortar joints. |
|
X
L1
L2 |
|
3.3B |
1704.5 |
|
|
|
c. Location and
placement of reinforcement, connectors, tendons, anchorages. |
|
X
L1
L2 |
|
3.4,
3.6A |
1704.5 |
|
|
|
d. Prestressing
technique and installation. |
|
X
L1
L2 |
|
3.6A,
3.6B |
1704.5 |
|
|
|
e. Grade and size of
tendons and anchorages. |
|
X
L1
L2 |
|
2.4B,
2.4H |
1704.5 |
|
|
|
f. Grout specs prior
to grouting. |
X
L2 |
|
|
3.2D |
1704.5 |
|
|
|
g. Placement of grout. |
X
L2 |
|
|
3.5 |
1704.5 |
|
|
|
h. Grouting of
tendons. |
X
L2 |
|
|
3.6C |
1704.5 |
|
|
|
2.
Inspection shall verify: |
|
|
|
1704.5 |
|
|
|
a. Size and location
of structural elements. |
|
X
L1
L2 |
|
3.3G |
1704.5 |
|
|
|
b. Type, size, and
location of anchors. |
X
L2 |
X
L1 |
1.15.4, 2.1.1 |
|
1704.5 |
|
|
|
c. Specified size,
grade, and type of reinforcement. |
|
X
L1
L2 |
1012 |
2.4, 3.4 |
1704.5 |
|
|
|
d. Welding of
reinforcing bars. |
X
L1
L2 |
|
2.1.8.6,
2.1.8.6 |
|
1704.5,
2108.9.2.11 |
|
|
|
e. Cold/hot weather
protection of masonry construction. |
|
X
L1
L2 |
|
108 |
1704.5,
2104.3,
2104.4 |
|
|
|
f. Prestressing force
measurement and application. |
X
L2 |
X
L1 |
|
3.6B |
1704.5 |
|
|
|
3.
Inspection prior to grouting. |
|
X
L1
L2 |
1.12 |
3.2D,
3.4,
2.6B,
3.3B |
1704.5 |
|
|
|
4.
Grout placement. |
X
L1
L2 |
|
|
3.5,
3.6C |
1704.5 |
|
|
|
5.
Preparation of grout
specimens, mortar specimens, and/or prisms. |
X
L1
L2 |
|
|
1.4 |
1704.5 |
|
|
|
6.
Compliance with documents and
submittals. |
|
X
L1
L2 |
|
1.5 |
1704.5 |
|
|
|
D. Wood
Construction: Fabrication of wood
structured elements and assemblies. |
|
|
|
1704.6,
1704.2 |
|
|
E. Soils
|
|
|
|
|
|
|
|
1.
Site preparation. |
|
|
|
1704.7.1 |
|
|
|
2.
During fill placement. |
|
|
|
1704.7.2 |
|
|
|
3.
Evaluation of in-place density. |
|
|
|
1704.7.3 |
|
|
|
F. Pile
Foundations: Installation and
load tests. |
|
|
|
1704.8 |
|
|
|
G. Pier
Foundations: Seismic Design
Category C, D, E. F. |
|
|
|
1704.9,
1616.3 |
|
|
|
H. Wall Panels and
Veneers: Seismic Design Category
E, F. |
|
|
|
1704.10,
1616.3,
1704.5 |
|
|
I. Sprayed Fire-Resistant Materials
|
|
|
|
|
|
|
1.
Structural member surface
conditions.
|
|
|
|
1704.11.1 |
|
|
2.
Application.
|
|
|
|
1704.11.2 |
|
|
3.
Thickness.
|
|
|
ASTM E 605 |
1704.11.3 |
|
|
4.
Density.
|
|
|
ASTM E 605 |
1704.11.4 |
|
|
5.
Bond strength.
|
|
|
ASTM E 736 |
1704.11.5 |
|
|
J. Exterior Insulation and Finish Systems (EIFS)
|
|
|
|
1704.12 |
|
|
K. Special Cases
|
|
|
|
1704.13 |
|
|
L. Smoke Control
|
|
|
|
1704.14 |
|
|
M. Special Inspections for Seismic Resistance:
Applicable to specific structures,
systems, and components.
|
|
|
|
|
|
|
1.
Structural steel.
|
X |
|
AISC Seismic |
1707.2 |
|
|
2.
Structural wood.
|
X |
|
|
1707.3 |
|
|
3.
Cold-formed steel framing.
|
|
X |
|
1707.4 |
|
|
4.
Storage racks and access floors.
|
|
X |
|
1707.5 |
|
|
5.
Architectural components.
|
|
X |
|
1707.6 |
|
|
6.
Mechanical and electrical components.
|
|
X |
|
1707.7 |
|
|
7.
Seismic isolation system.
|
|
X |
|
1707.8 |
|
|
N. Structural Testing for Seismic Resistance:
Applicable to specific structures,
systems, and components.
|
|
|
|
|
|
|
1.
Testing and verification of
masonry materials and assemblies.
|
|
|
|
1708.1 |
|
|
2.
Testing for seismic
resistance.
|
|
|
|
1708.2 |
|
|
3.
Reinforcing and prestressing
steel.
|
|
|
ACI 318 |
1708.3,
1903.5.2 |
|
|
4.
Structural steel.
|
|
|
AISC Seismic |
1708.5 |
|
|
5.
Mechanical and electrical
equipment.
|
|
|
|
1708.5 |
|
|
6.
Seismically isolated
structures.
|
|
|
|
1708.6,
1623.8 |
|
|
O. Structural Observations
|
|
|
|
1709.1 |
|
|
Applicable to specific structures.
|
|
|
|
|
|
|
P. Test Safe Load
|
|
|
|
1712.1 |
|
|
Q. In-Situ Load Tests
|
|
|
|
1713.1 |
|
|
R. Preconstruction Load Tests
|
|
|
|
1714.1 |
|
|
S. Other (list)
|
|
|
|
|
|
|
