Item 2b. 3. Inspection of anchors cast in concrete where ACI 318: 1908.5, allowable loads X — 8.1.3, 21.2.8 1909.1 have been increased or where strength design is used. 4. Inspection of ACI 318: anchors X 3.8.6, 8.1.3, 1909.1 — in 21.2.8 hardened concrete membersb. 5. Verifying use of ACI 318: 1904.2, X — required design Ch. 4, 5.2-5.4 1910.2, 1910.3 mix. 6. At the time fresh concrete is sampled to fabricate ASTM C specimens for 172 strength tests, X ASTM C 31 — perform slump ACI 318: 5.6, and air content 5.8 tests, and determine the temperature of the concrete. 7. Inspection of concrete and ACI 318: 1910.6, shotcrete X — 5.9, 5.10 1910.7, 1910.8 placement for proper application techniques. 8. Inspection for maintenance of ACI 318: X 1910.9 — specified curing 5.11-5.13 temperature and techniques.
Item 2b. 3. Inspection of anchors cast in concrete where allowable loads have been increased or where strength design is used. — X ACI 318: 8.1.3, 21.2.8 1908.5, 1909.1 4. Inspection of anchors in hardened concrete membersb. — X ACI 318: 3.8.6, 8.1.3, 21.2.8 1909.1 5. Verifying use of required design mix. — X ACI 318: Ch. 4, 5.2-5.4 1904.2, 1910.2, 1910.3 6. At the time fresh concrete is sampled to fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete. X — ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8 7. Inspection of concrete and shotcrete placement for proper application techniques. X — ACI 318: 5.9, 5.10 1910.6, 1910.7, 1910.8 8. Inspection for maintenance of specified curing temperature and techniques. — X ACI 318: 5.11-5.13 1910.9
Florida_Supplement_to_the_2012_IBC-General-Post_Glitch_Correction.docx