2x6 roof rafter span table

    • [DOC File]FOREWORD

      https://info.5y1.org/2x6-roof-rafter-span-table_1_6846e6.html

      Reduces rafter span. Adds rigidity. May form wall in finished attics. Roof slope. Rise is the vertical distance measured from the top of the wall plate to the underside of the rafter. Run is the horizontal distance equal to ½ of the clear (building) span. Span (building span) is the horizontal distance between the load bearing walls.

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    • [DOC File]Table of Contents - Solaripedia

      https://info.5y1.org/2x6-roof-rafter-span-table_1_982432.html

      Table of Contents ... Ceiling and Roof Assemblies 2. 3 Improvements to Existing Floor, Wall, Ceiling & Roof Assemblies 2. 3PR –PREREQUISITES 2 ... (at its lowest on December 22nd). The opposite is true in the summer when the sun angles are highest and span the longest time—around 60 degrees in Minneapolis (June 21st). ...

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    • [DOCX File]Center for Sustainable Energy | Clean Energy Nonprofit

      https://info.5y1.org/2x6-roof-rafter-span-table_1_69d695.html

      1.See Figure 4 for definition of roof rafter maximum horizontal span. 2.“Non-tile Roof ” = asphalt shingle, wood shingle and wood shake, with an assumed roof assembly weight of 10 psf.

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    • [DOC File]COMMENTARY ON THE

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      The rafter span table was designed based primarily on gravity loads, hence the rafter spans are reported on the horizontal projection of the rafter, regardless of the slope. The gravity loads consist of a 10 psf dead load and the greater of a minimum 16 psf live load or the applied roof snow load.

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    • [DOC File]PRESCRIPTIVE METHOD FOR RESIDENTIAL

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      The horizontal projection of the rafter span, as shown in Figure 8.1, shall not exceed the limits set forth in Table 8.12. Wind speeds shall be converted to equivalent ground snow load in accordance with Table 8.13. Rafter spans shall be selected based on the higher of the ground snow load or the equivalent snow load converted from the wind speed.

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    • [DOCX File]GENERAL NOTES

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      OSB or structural plywood sheathing must be designed and installed by others to be fastened directly to the 2x6 T and G decking to resist wind uplift and develop roof diaphragm shear. Shear walls must be balloon framed to extend to the underside of the overlaid 2x6 decking (which shall be made to lap over the top of these walls) and fastened to ...

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    • [DOC File]Framing Roofs, with Larry Haun - CCSF

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      -Cut at 18 1/2˚ for a 4 and 12 roof.-Use a rafter template-Cut and make a mitered cut at end.-Fascia is held down 1/2” below rafter tail so roof sheathing planes in with the pitch of the roof. On the building-Barge rafters are 2x8 cedar, the same as fascia. “Make sure you’re well-braced before leaning over the …

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    • [DOCX File]Welcome to City of Anderson, California

      https://info.5y1.org/2x6-roof-rafter-span-table_1_ddd4c7.html

      1.See Figure 4 for definition of roof rafter maximum horizontal span. 2.“Non-tile Roof” = asphalt shingle, wood shingle and wood shake, with an assumed roof assembly weight of 10 psf. 3.“Tile Roof” = clay tile or cement tile, with an assumed roof assembly weight of 20 psf

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    • [DOC File]FOREWORD - Quia

      https://info.5y1.org/2x6-roof-rafter-span-table_1_e66316.html

      Reduces rafter span, Adds rigidity, May form wall in finished attics, Roof slope, Rise is the vertical distance measured from the top of the wall plate to the underside of the rafter. Run is the horizontal distance equal to ½ of the clear (building) span. Span (building span) is the horizontal distance between the load bearing walls.

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    • [DOC File]GENERAL SPECIFICATIONS FOR REHABILITATION AND …

      https://info.5y1.org/2x6-roof-rafter-span-table_1_9ced82.html

      Apr 21, 2011 · 1. New - To be spaced a maximum of 24” o.c. and to be notched to fit exterior wall plates as required. Double rafters are to be used at roof dormers and openings, headers and trimmers shall be supported with metal hangers. All rafter cuts at hips, ridges, and valleys to be made in accordance with local building code. 2.

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