How far can a 2x8 joist span
[DOC File]GENERAL SPECIFICATIONS FOR REHABILITATION AND …
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Apr 21, 2011 · It is suggested that the joists be 2x8’s 16” o.c., toe-nailed to the top of the beam. The ledger board shall be bolted to the house with two fasteners every 16” on center. Fasteners to be of proper type for the material being fastened into. The floor joists shall be fastened to the ledger board with galvanized joist hangers.
[DOC File]2004 vs 2007 Florida Building Code
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A strong back made of minimum of 2x8 lumber shall be placed parallel to the gable end and shall be located on and span between horizontal braces on the two sides of the omitted horizontal brace and shall extend beyond each horizontal braces by a minimum of 2-1/2 inches. The strong back shall be butted to the three retrofit studs.
[DOC File]Supplement to the 2007 Florida Building Code, August 2008
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A strong back made of minimum of 2x8 lumber shall be placed parallel to the gable end and shall be located on and span between horizontal braces on the two sides of the omitted horizontal brace and shall extend beyond each horizontal braces by a minimum of 2-1/2 inches. The strong back shall be butted to the three retrofit studs.
Town of Parsonsfield
A wooden girder, beam or joist may not be cut or pierced in any manner that would cause it to be of insufficient strength for its load. Except for pitched roofs, wooden floors or roof joists of spans in excess of eight feet must be rigidly braced with continuous rows of …
[DOC File]Supplement to the 2007 Florida Building Code, August 2008
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5. Roof trusses and rafters shall not span more than 40 feet (12 192 mm) between points of vertical support. EXISTING BUILDING. A building or structure or portion of a building or structure which has been previously legally occupied or used for its intended purpose. HISTORIC BUILDING. See Section 1002. INCIDENTAL USE AREA.
[DOC File]Florida Building
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Where either retrofit stud on the side of an omitted stud would be required by Table 1704.1 to be 2x6, they both shall be 2x8. Where either retrofit stud on the side of an omitted stud would be required by Table 1704.1 to be 2x8, they both shall be 2x10.
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