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BEAMS I 6X & LARGER I I DF #1 OR BETTER I S4S
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HEADERS &
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ROOF RAFTERS
CEILING JOISTS
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WALL STUDS
SILL PLATES
OFF THE SHELF @HARDWARE STORE)
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ASTM C 172
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ACI 318: 5.6, 5.8
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ACI 318: Ch. 16 I
a IBC/CBC
VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD REFERENCE
ACI 318: 18.20
ACI 318: 18.18.4
ACI 318: 6.2
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3. Inspect bolts to be installed in concrete prior to
and during placement of concrete where
allowable Ioads hAve been increased.
4. Verifying use of required design mix.
5. At the time fresh concrete is sampled to fabricate
specimens for strenghth tests, perform slump and
air content tests, and determine the temoerature
of the concrete.
6. Inspection of concrete and shotcrete placement
for proper application techniques.
7. !nspection for maintenance of specified curing
temperature and techniques.
Inspection of prestressed concrete:
a. Application of prestressing forces.
b. Grouting of bonded prestressing tendons in
the seismic -free resisting system.
9. Erection of precast concrete members.
10.Verification of in -situ concrete strength, prior to
stressing of tendons in posttentioned concrete
and prior to removal of shores and forms from
beams and structural slabs.
11.Inspect formwork for shape, location and
dimensions of the concrete member being formec
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VERIFICATION AND INSPECTION TASK
1. Verify shear panel nailing
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ASTM A 6 or ASTM A 568
AISC 360, Section A3.5
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b. Slip -critical connections.
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b. Reinforcing steel:
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