8E Consent 2010 1018 - Laserfiche WebLink

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Section 1613.9 is added to read as follows: 1613.9 ASCE 7, 12.2.3.1, Exception 3. Modify ASCE 7 Section 12.2.3.1 Exception 3 to read as follows: 3. Detached one and two family dwellings up to two stories in height of light frame construction. Section 1613.10 is added to read as follows: 1613.10 ASCE 7, Section 12.8.7. Modify ASCE 7 Section 12.8.7 by amending Equationl2.8 -16 as follows: 0= (PxAI)/(VxhSrCd) (12.8-16) Section 7 -5 -165: CONCRETE CONSTRUCTION Section 1704.4 of the California Building Code. 2010 Edition is amended as follows: 1704.4 Concrete Construction. The special inspections and verifications for concrete construction shall be as required by this section and Table 1704.4. EXCEPTIONS: Special inspection shall not be required for: 1. Isolated spread concrete footings of buildings three stories or Tess in height that are fully supported on earth or rock. where the structural design of the fooling is based on a specified compressive strength, Pc, no greater than 2,500 pounds per square inch (psi) (1 7.2 Mpa). 2. Continuous concrete footings supporting walls of buildings three stories or less in height that are fully supported on earth or rock where: 2.1. The footings support walls of light -frame construction; 2.2. The footings are designed in accordance with Table 1805.4.2; or 2.3. The structural design of the footing is based on a specified compressive strength, Pc. no greater than 2,500 pounds per square inch (psi) (17.2 Mpa), regardless of the compressive strength specified in the construction documents or used in the footingconstruction. 3. Nonstructural concrete slabs supported directly on the ground. including prestressed slabs on grade, where the effective prestress in the concrete is less than 150 psi (1.03 Mpa). 4. Concrete foundation walls constructed in accordance with Table 1805.5(5). 5. Concrete patios, driveways and sidewalks, on grade. 23