24 CFR §200.926e — Supplemental information for use with the CABO One and Two Family Dwelling Code

fha-24cfr-200-926e

24 CFR §200.926e, Supplemental information for use with the CABO One and Two Family Dwelling Code. An FHA program rule in Subpart S—Minimum Property Standards of 24 CFR Part 200 (Introduction to FHA Programs).

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Verbatim regulatory text (9)

Verbatim provisions from 24 CFR §200.926e — Supplemental information for use with the CABO One and Two Family Dwelling Code — each quote is a verified substring of the regulator-published source snapshot, not retyped. Quoted for reference; this is not legal advice. The operational layer (P&P updates, prompts) lives in the regulation update kits.

24 CFR §200.926e — Supplemental information for use with the CABO One and Two Family Dwelling Code

The following shall be used in Table No. R-202, Climatic and Geographic Design Criteria of the CABO One and Two Family Dwelling Code.

Source: 24 CFR §200.926e — Supplemental information for use with the CABO One and Two Family Dwelling Code · source URL · snapshot cacdf28b6505337a

24 CFR §200.926e(a)

(a) Roof live loads. Roof slope 3 in 12 or less: 20 psf Roof slope over 3 in 12: 15 psf Roof used as deck: 40 psf

Source: 24 CFR §200.926e(a) · source URL · snapshot cacdf28b6505337a

24 CFR §200.926e(b)

(b) Roof snow load. The roof snow load shall be in accordance with section 7 of ASCE 7-88.

Source: 24 CFR §200.926e(b) · source URL · snapshot cacdf28b6505337a

24 CFR §200.926e(c)

(c) Wind pressures. The minimum Design Wind Pressures (net pressures) set forth below apply to areas designated as experiencing basic wind speeds up to and including 80 mph, as shown in ASCE 7-88, Figure 1, Basic Wind Speed Map. These pressures also apply to buildings not over 30 ft. in height above finish grade, assuming exposure C or defined in ASCE 7-88. (1) Minimum design wind pressure criteria. (i) Buildings (for overturning racking or sliding); p = 20 psf. (ii) Chimneys, p = 30 psf. (iii) Exterior walls, p = 15 psf inward or outward. Local pressure at corners of walls shall be not less than p = 30 psf outward. These local pressures shall not be included with the design pressure when computing overall loads. The pressures shall be applied perpendicularly outward on strips of width equal to 10 percent of the least width of building. (iv) Partitions, p = 10 psf. (v) Windows, p = 20 psf inward or outward. (vi) Roof, p = 20 psf inward or outward. Roofs with slopes greater than 6 in 12 shall be designed to withstand pressures acting inward normal to the surface, equal to the design wind pressure for exterior walls. Overhanging eaves, cornices, and ridges, 40 psf upward normal to roof surface. These local pressures shall not be included with the design pressure when computing overall loads. The pressures shall be applied perpendicularly outward on strips of width equal to 10 percent of the least width of building. Net uplift on horizontal projection of roof shall not be less than 12 psf. (2) Severe wind design pressures. If the construction is higher than 30 ft., or if it is located in an area experiencing wind speeds greater than 80 mph, higher design wind pressures than shown above are required. Use Section 6 of ASCE 7-88 for higher criteria and for determining where wind speeds greater than 80 mph occur. Pressures are assumed to act horizontally on the gross area of the vertical projection of the structure except as noted for roof design.

Source: 24 CFR §200.926e(c) · source URL · snapshot cacdf28b6505337a

24 CFR §200.926e(d)

(d) Seismic conditions shall be in accordance with Section 9 of ASCE 7-88.

Source: 24 CFR §200.926e(d) · source URL · snapshot cacdf28b6505337a

24 CFR §200.926e(e)

(e) Subject to damage from: weathering. A jurisdiction's weathering region shall be as established by the map in ASTM C 62-83.

Source: 24 CFR §200.926e(e) · source URL · snapshot cacdf28b6505337a

24 CFR §200.926e(f)

(f) Subject to damage from: frost line depth. Exterior wall footings or foundation walls including those of accessory buildings shall extend a minimum of 6 in. below the finished grade and, where applicable, the prevailing frost line.

Source: 24 CFR §200.926e(f) · source URL · snapshot cacdf28b6505337a

24 CFR §200.926e(g)

(g) Subject to damage from: termites. “Yes” shall be used in locations designated as Regions I, II or III. “No” shall be used in locations designated as Region IV. The map for Termite Infestation Probability in appendix A of CABO, One and Two Family Dwelling Code shall be used to determine the jurisdiction's region.

Source: 24 CFR §200.926e(g) · source URL · snapshot cacdf28b6505337a

24 CFR §200.926e(h)

(h) Subject to damage from: decay. “Yes” shall be used in locations designated as moderate to severe and slight to moderate. “No” shall be used in locations designated as none to slight. The Decay Probability map in appendix A of CABO, One and Two Family Dwelling Code shall be used to determine the jurisdiction's decay designation.

Source: 24 CFR §200.926e(h) · source URL · snapshot cacdf28b6505337a

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Source of record: https://claudeforcompliance.com/regs/fha-24cfr-200-926e/ · register fha-24cfr-200-926e · verbatim, source-snapshotted regulator text from the Claude for Compliance corpus. To work from every register at once, download the corpus and follow the methodology.