Best practices book - Flipbook - Page 116
BEST PRACTICES | 107
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PERIODIC
CONTINUAL
4. Cold-Formed Steel Trusses Spanning 60 Feet or Greater (1705.2.4):
Verify that the temporary installation restraint/bracing and the permanent
individual truss member restraint/bracing are installed in accordance with the
approved truss submittal package.
Referenced Standard*: SJI Specifications listed in Section 2207.1
2) Bridging that differs from the SJI specifications in Section 2207.1
(Please refer to Chapter N).
P = Perform for each welded joint or members, for each bolted
connection, and for each steel element.
O = Observe items on a random basis. Operations need not be delayed
pending these inspections.
2. Cold-Formed Steel Deck (1705.2.2):
Special inspections and qualification of welding Special Inspectors for
cold-formed steel floor and roof deck shall be in accordance with the
quality assurance inspection requirements of SDI QA/QC
3. Open-Web Steel Joists & Joists Girders (1705.2.3 & Table 1705.2.3):
1. Installation of open-web steel joists and girders:
a. End connections - welding or bolting.
Referenced Standard*: SJI Specifications listed in Section 2207.1
b. Bridging-horizontal or diagonal
1) Standard Bridging:
1. Structural Steel (1705.2.1):
Special inspections and non-destructive testing of structural steel
shall be in accordance with the quality assurance inspection
requirements of AISC 360-10.
REQUIRED SPECIAL INSPECTIONS & TESTING
STEEL CONSTRUCTION (1705.2 & TABLE 1705.2.3):
BEST PRACTICES | 107
* Where applicable, see also Section 1705.12, Special inspections for seismic resistance.
CHECK BOX
BELOW IF
REQUIRED
2.
PLEASE PROVIDE THE NAME AND PHONE
NUMBER OF THE SPECIAL INSPECTION AGENCY
AND INDIVIDUAL PERFORMING THIS SPECIAL
INSPECTION SERVICE IN THE SPACE BELOW.
