Wood floor truss spans

    • [DOC File]WHEELER CONSOLIDATED

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      Welded tubular truss connections shall meet the provisions of AISC Chapter K2: HSS-to-HSS Truss Connections. If non-tubular floor beams are used, the floor beam to vertical connections shall be analyzed by treating the floor beam flanges as a pair of transverse plates and ignoring the floor …

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    • [DOC File]Plan Review Narrative

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      The floor joists are toe-nailed to the girder. Floor Joist: Floor joists are generally 2X6 (or larger) lumber or engineered wood products often referred to as TGI’s (requires manufacturer’s specification sheet and/or span calculation), that make up the floor structure system to which the sub-floor …

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    • [DOCX File]Skills Impact Unit of Competency Template

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      FWPTMM3XXX. Read and interpret timber truss or wall frame fabrication plans. Application. This unit of competency describes the skills and knowledge required to read and interpret timber floor truss or timber wall frame or timber roof truss fabrication plans.

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    • [DOCX File]Statement of Special Inspections & Tests

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      Floor and roof deck welds. X ... c.For truss spans 60 feet or greater, temporary and permanent restraint/bracing . X. ... Structural Wood Frame.

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    • [DOC File]1 of 6 4/17/98 BS4-3

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      The connection of the floorbeam to the vertical truss may use an “under hung” configuration. The connection shall be designed for effective weld lengths as well as chord wall crippling, buckling and yielding, along with an equal width or “matched” vertical on top of the chord (180 degrees from the floor …

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    • [DOC File]Florida Building

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      R611.8.3 Floor and roof diaphragm construction. Floor and roof diaphragms shall be constructed of wood structural panel sheathing, attached to wood framing in accordance with Section R803 or to cold- formed steel floor framing or to cold-formed steel roof framing in accordance with AISI 230. [S4587]

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    • [DOCX File]Topsham, Maine

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      A floor/ceiling assembly using wood joists spaced at 16 inches (406 mm) o.c., protected on the bottom side (ceiling side) with two layers of 1/ 2-inch (12.7 mm) Type X gypsum wallboard and protected on the upper side (floor side) with a 15/ 32-inch (12 mm) plywood subfloor, a 3/ 8-inch (15.9 mm) panel type underlayment and carpet.

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    • [DOC File]BUILDING PERMIT GUIDE for RESIDENTIAL CONSTRUCTION

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      The sealed truss engineered specifications must be submitted with the drawings when applying for permit. The manufacturer's instructions on placement and attachment of all wood trusses must be at the job site for the building inspector's review.

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    • [DOC File]Georgia CTAE | Home

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      Floor cantilever spans shall not exceed the nominal depth of the wood floor joist. Floor cantilevers constructed in accordance with Table R502.3.3(1) shall be permitted when supporting a light-frame bearing wail and roof only. floor cantilevers supporting an exterior balcony are permitted to be constructed in accordance with Table R502.3.3(2).

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    • [DOC File]Florida Building

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      2314.3.2 Any person desiring to manufacture or fabricate wood truss assemblies shall obtain a certificate of competency from the authority having jurisdiction. 2314.4 The following Standards, as set forth in Chapter 35 of this code, are hereby adopted for the design and quality of wood …

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