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gradient, load intensity and erosion characteristics of slope material. 1805.4 Footings. Footings shall be designed and constructed in accordance with Sections 1805.4.1 through 1805.4.6. 1805.4.1 Design. Footings shall be so designed that the allowable bearing capacity of the soil is not exceeded, and that differential settlement is minimized. The minimum width of footings shall be 12 inches (305 mm). Footings in areas with expansive soils shall be designed In accordance with the provisions of Section 1805.8. 1805.4.1.1 Design loads. Footings shall be designed for the most unfavorable effects due to the combinations of loads specified in Section 1605.3. The dead load shall in- clude the weight of foundations, footings and overlying fill. Reduced live loads, as specified in Section 1607.9, are pennitted to be used in designing footings. 1805.4.1.2 Vibratory loads. Where machinery opera- tions or other vibrations are transmitted through the foundation, consideration shall be given in the footing design to prevent detrimental disturbances of the soil. 1805.4.2 Concrete footings. The design, materials and con- struction of concrete footings shall comply with Sections 1805.4.2.1 through 1805.4.2.6 and the provisions of Chap- ter 19. Exception: Where a specific design is not provided, Con- crete footings supporting walls of light-frame construc- tion are pennitted to be designed in accordance with Table] 805.4.2. 1805.4.2.1 Concrete strength. Concrete in footings shall have a specified compressi ve strength if I,) of not less than 2,500 pounds per square inch (psi) (17237 kPa) at 28 days. 1805.4.2.2 Reserved. II SOILS AND FOUNDA TIONS 1805.4.2.3 Plain concrete footings. The edge thickness of plain concrete footings supporting walls of other than light-frame construction shall not be less than is Illches (203 mm) where placed on soil. , Exception: For plain concrete footings suppOrting Group R-3 occupancies. the edge thickness is permJ I. ted to be 6 inches (152 mm), provided that the 1'0011 ng does not extend beyond a distance greater than the thickness of the footing on either side of the supported wall. 1805.4.2.4 Placement of concrete. Concrete fOollngs shall n~t be placed through water unless a tremle or othtJ method approved by the building official is used. Where placed under or in the presence of water. the concrete shall be deposited by approved means to ensure I11lnl- mum segregation of the mix and negligible lurbulence 01 the water. 1805.4.2.5 Protection of concrete. Concrete foolings shall be protected from freezing during deposiling and for a period of not less than five days thereafter Water shall not be allowed to flow through the deposited concrete 1805.4.2.6 Forming of concrete. Concrete footings are pennitted to be cast against the earth where, in the opin- ion of the building official, soil conditions do not require fanning. Where fonning is required, it shall be in accor- dance with Chapter 6 of ACI 318. 1805.4.3 Masonry-unit footings. The design, materials and construction of masonry-unit footings shall compl:- with Sections 1805.4.3. I and 1805.4.3.2, and the proviSions of Chapter 21. Exception: Where a specific design is not provided. ma- sonry-unit footings supporting walls of light-frame con- struction are pennitted to be designed in aCcordance WIII1 Table 1805.4.2. 1805.4.3.1 Dimensions. Masonry-unit footings sh,ill be laid in Type M or S mortar complying with Seclloll TABLE 1805.4.2 FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCT/ONI. b. C. d WIDTH OF THICKNESS OF I NUMBER OF FLOORS FOOTING FOOTING SUPPORTED BY THE FOOTlNO' (lnoh..) (Inches) J 12 6 I 2 15 6 3 IS Sf II For 51: I inch = 25.4 mm, I fOOl = 304.8 mm. ~L Depth of foolings shall be in accordance wilh Section 1805.2. b The ground under the noor is permilled to be excavated to the elevation of the top of the footing. l Interior-slud-bearing walls are permilled to be SUpported by isolated footings. The fOOling width and length shall be twice the width shown in Ih,s (able. i1nd IDOl. jngs shall be spaced not more than 6 feel on center. II d For Ihickness of foundation walls. see Seclion 1805.5. e Foolings are permilled to sUPPOrt a roofin addition to the stipulated number ofnoors. Footings supporting roof only shall be as required for sUPPOrt ing one Iloor I. Plain concrete foolings for Group R-J Occupancies are permilled to be 6 inches thick. FLORIDA BUILDING CODE - BUILDING 18.5