Best practices book - Flipbook - Page 117
BEST PRACTICES | 108
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Referenced Standards*: ACI 318: Ch. 19, 26.4.3, 26.4.4
MBC 2015: 1904.1, 1904.2, 1908.2, 1908.3
Referenced Standards*: ACI 318: 17.8.2
5. Verify use of required design mix.
Referenced Standards*: ACI 318: 17.8.2.4
b. Mechanical anchors and adhesive anchors not defined in 4.a
Referenced Standards*: ACI 318: 17.8.2
4. Inspect anchors post-installed in hardened concrete members. **
a. Adhesive anchors installed in horizontally or upwardly inclined
orientations to resist sustained tension loads.
Referenced Standards*: AWS D1.4; ACI 318: 26.6.4
3. Inspect anchors cast in concrete
Referenced Standards*: ACI 318: Ch. 20, 25.2, 25.3, 26.6.1-26.6.3
MBC 2015: 1908.4
2. Reinforcing bar welding:
a. Verify weldability of reinforcing bars other than ASTM A706;
b. Inspect single-pass fillet welds, maximum 5/16"; and
c. Inspect all other welds
1. Inspection reinforcement, including prestressing tendons, and
verify placement.
REQUIRED SPECIAL INSPECTIONS & TESTING
PLEASE PROVIDE THE NAME AND PHONE NUMBER
OF THE SPECIAL INSPECTION AGENCY AND
INDIVIDUAL PERFORMING THIS SPECIAL
INSPECTION SERVICE IN THE SPACE BELOW.
BEST PRACTICES | 108
17.8.2 in ACI 318, or other qualification procedures. Where specific requirements are not provided, special inspection requirements shall be specified by the
Registered Design Professional and shall be approved by the Building Official prior to the commencement of the work.
* Where applicable, see also Section 1705.12, Special Inspections for seismic resistance.
** Specific requirements for special inspection shall be included in the research report for the anchor issued by an approved source in accordance with
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PERIODIC
CONCRETE CONSTRUCTION (1705.3, 1901.6 & TABLE 1705.3):
CHECK BOX
BELOW IF CONTINUAL
REQUIRED
(1 of 2)
