Carpentry and Framing Inspection Notes: Up to Code by Gil Taylor

By Gil Taylor

As much as Code: Carpentry and Framing Inspection Notes is an on-the-job “cliff notes” source, full of info that would retailer time and cash whereas making sure caliber. To-do checklists, charts and tables with at-a-glance calculations, who’s-responsible-for-what information, and diagrams that sincerely illustrate complex details make it speedy and straightforward for busy construction execs to do their jobs completely and successfully, and steer clear of high priced error. The books support development execs determine and meet inspection instructions, and supply consumers with schedules and standards. all the as much as Code: Inspection Notes is concentrated at the IBC (International construction Code), the main greatly followed construction code in North the USA. Carpentry and Framing also will specialize in details from the EWA (Engineered wooden Association), and the foreign strength Conservation Code, foreign hearth Code, and ICC functionality Code. each one consultant covers: accountability; Authority; quality controls and insurance; Plans and requirements; store Drawings; Inspectors day-by-day record; Pre-Construction assembly; gear idea; Claims; growth Schedules; exertions Enforcement; garage of fabrics; Contractor’s money; Rights-of-Way; list Drawings; venture Turnover; Inspection records; prompt gear; Inspection; security.

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Extra info for Carpentry and Framing Inspection Notes: Up to Code

Sample text

Ensure that nailing requirements are met for BCI rim joists, rim boards, or closure panels to BCI joists: • BCI 400 and 450: Two 8d box nails, one each in the top and bottom flange. • BCI 600 rim joist: Two 16d box nails, one each in the top and bottom flange. • BCI 90XL rim joist: Toe-nail top flange to rim joist with two 10d box nails, one each side of flange. ❏ Check nailing requirements for BCI rim joists, rim boards, or BCI blocking panels: • Use 8d nails at 6 in. OC. • When used for shear transfer, follow the building designer’s specification.

Analyze continuous span joists with FLOORS FLOORS • Web stiffeners are required to prevent buckling of web as loads are being transferred to end reactions or when concentrated loads are being transferred along the span. • Web stiffeners are required when point load exceeds 1500 pounds. • Verify adequacy of joist to carry concentrated load. READING SPAN TABLES • The type of species and grade of wood for the rafters and joists determine the maximum allowable stress in bending (fb) and its modulus of elasticity (e).

44 FLOORS Figure 4-9 NEVER HANG JOIST BY TOP FLANGE OR WEB Figure 4-10 NEVER PLACE BIRD’S-MOUTH CUT IN BOTTOM FLANGE AT HIGH END OF RAFTER 46 47 Spans and Loads Refer to Tables 4-8 and 4-9 for allowable loads for the AJS 20 and AJS 25. The following notes (courtesy of Boise Cascade Corporation) apply to calculations of allowable uniform loads on AJS 20 and AJS 25 engineered joists (Tables 4-8 and 4-9): • Total load values are limited by shear, moment, or total load deflection equal to L/240 (refer to Figure 4-15 on page 55).

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