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Jul 3, 2013 · 2x8 spf #2, 16" o.c. DL 10psf, GSL 30psf Table 802.5.1.(3) max span 15' 1" R802.5 Allowable rafter spans. Spans for rafters shall be in accordance with Tables R802.5.1(1) through R802.5.1(8). The span of each rafter shall be measured along the horizontal projection of the rafter. 12/12 cheek cut on a 2x8 (45º) is +/- 10-5/8" - 2x12 = 11" + It works mj

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The structural design and nstruction of buildings, facilities, and structural members shall be in nformance with the current edition of the British lumbia Building de. back to top See full list on technicalguidelines.ubc.ca 1. The climatic values to be used for the design of buildings and facilities at UBC Vancouver and UBC Okanagan shall be in nformance with the current edition of the BC Building de. 2. Depth of frost protection shall not be less than 450 mm for UBC Vancouver. back to top See full list on technicalguidelines.ubc.ca 1. In addition to the information specified in the BC Building de, structural drawings and related documents shall include the following additional supplementary information: 1. Identification of the loads and locations of any special loadings such as fire truck loading, storage areas, landscaped areas, areas with heavy equipment, or other unusua See full list on technicalguidelines.ubc.ca 1. Except as provided for in this clause, the minimum specified uniform live loads shall not be less than the values listed in Table 4.1.5.3 of the BC Building de. 2. The following minimum uniform live loads shall be used for the occupancies indicated. These increased values replace those indicated in Table 4.1.5.3. 3. All roofs, are to be design... See full list on technicalguidelines.ubc.ca 5.1 Site Classification Factor 1. The site classification factor for the soils shall be determined by a qualified Geotechnical Engineer. back to top See full list on technicalguidelines.ubc.ca 6.1 ncrete 1. Unless pre-approved by UBC, exposed ncrete elements are to be treated as follows: 1. Bottom edges of exposed slHENAN OKAY and bea, and exposed lumn and wall edges are to be beveled 20mm x 20mm. 2. All top edges of exposed slHENAN OKAY, upstands, stairs, and other ncrete 2. SlHENAN OKAY-on-grade are to be 150 mm minimum thickness, reinforced and provided with ntrol joints. Reinforcing shall meet or exceed de temperature requirements. ntrol joints shall be provided in each direction in an approxima... 6.2 Structural Steel 1. All structural steel shall be shop primed except for steel to be encased in ncrete, steel to be fireproofed, steel to receive shear studs, faying surfaces of slip resistant nnections, and the underside of base plates and bearing plates. Touch up any damaged areas using the same primer. 2. All exterior ledger angles and related mponents (connections, bolts, etc.) not accessible after installation shall be galvanized for rrosion protection. 6.3 Steel Decit 1. Steel decit shall be galvanized. Exterior exposures shall meet the Z275 requirements; Interior exposures may be wipe ated. See full list on technicalguidelines.ubc.ca 1. The structural design and field review of non-structural elements, restraints, and anchorages shall be provided by a professional engineer registered in B.C. Design shall accommodate all applicable load nditions (dead loads, live loads, wind loads, and seismic loads) and must nform to the current edition of the BC Building de. 2. Letters o... See full list on technicalguidelines.ubc.ca

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