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1.~ Footings shall bear on firm undisturbed soil. 2. Fills to be used to support footings shall be engineered (report required) or shall be concrete. OUBC 2903-a 3. Foundation sections 12"/15"/18" wide, 6"/7"/8" thick and 12"/18"/24" depth below natural grade and finish grade are required. OUBC Table 29wa 4. Provide underfloor vents of 1 sq. ft. per 150 sq. ft. of underfloor area. Openings shall be as close to corners as practical and provide cross ventilation. OUBC 2516 (c)-6 5. Provide u~derfloor drainage if space is subject to potential storm or groundwater accumulation. OUBC 2910 6. Reinforcement required for foundation walls. Extended 1/2" sill bolts, min. 7" into concrete. Space max. 6' c.c. and within 12" of ends. 2907 8. Provide min. 18" x 24" access to crawl space; located not over 20~ from plumbing cleanouts (OUPC 406-g) or furnace (OUMC 804-b) . Pipes, ducts and other nonstructural construction shall not interfere with acc~ssability to or within the crawl space. OUBC 2516 (c) 2. ~i' Vapor shall barriers be nstalled on the ground in crawl spaces and on the warr~ side of exterior walls. 5303 (f) 5. Ground cover shall turn 12" up the foundation wall. 10. The required clearance for wood members above grade is 6" for mudsills, 12" for girders and 18" for 3oists. OUBC 2516 (c) 11. Ail posts to be mounted on approved supports. 0UBC 2516 (C) 4 CONSTRUCTION REQUIREMENTS 12. Fire block studwalls and partitions (including furred spaces) at floor, ceiling, soffit and at mid height and along stair stringers. Draft stops shall be provided in the following locations. (1) in the concealed space of a floor ceiling assembly in a single family dwelling dividing the area in to equal spaces not over 1000 sq. ft. (2) Draft stops shall be installed in the attics, mansards, overhangs and similar concealed spaces of buildings containing more than one dwelling unit. Such draft stops shall be above and in line with walls separating tenant spaces from each other. OUBC 2516 (f) ~). Garage door header shall be min. ~'~/~'~.F. ~2 with double cripples. 14. Use header, beam or rafter sizes noted on the plans. '-' Trusses shall be engineer approved. Provide trusses details to Marion County Building Department before framing inspection. 16. A ridge board not less in depth than the cut end of the rafter is required. It shall be a vertical load bearing member when roof slope is less than 3" in 12". OUBC 2517 (h) 3 17. Rafter ties spaced max. 4' c.c. are required immediately above ceiling joists which are not parallel to the rafters. OUBC 2517 (h) 4 18. Roof purlins must not be smaller than the rafters they support. The max. span for 2 x 4 / 2 × 6 roof purlins & 6' For purlin supports provide struts, not smaller than 2 x 4 with an unbraced length not over 8 ' and not flatter than 45 degrees tO the gorizontal to bearing wall or partitions. OUBC 2517 (h) 5 ~. Ail weather exposed plywood shall be EXTERIOR type and at least C-C grade. Attention: Roof overhangs. ' ~ Provide screened attic vents with a free area of 1/150 of the attic area (or 1/300 if half is along eaves and the balance at least 3' higher). OUBC 3205-c 21. Roof shall be sloped for drainage. valleys shall be supported (flat valleys prohibited.) Shingles (any kind) shall not be installed on a slope of less then 4" in 12". composition shingles require a 15 pound asphalt felt base sheet. Chapter 32. ~'~J pr~vide------..~ min. one hour ~--~paratzon between garage and house. Separation shall extend to roof line or across ceiling and remaining bearing walls. Use min. 1 3/8" solid core door. OUBC 503 (d) e~ception 3. 23. Elements of appliances which create a glow, spark or flame shall be located a min. of 18" above garage floor. OUMC 508 24. Appliances subject to mechanical damage shall be guarded by a protective barrier. OUBC 508 25. Clothes dryer located in an area that is habitable or containing other fuel burning appliances shall be e)~hausted to the outside. 0UMC 1903