By Gil Taylor
As much as Code: Carpentry and Framing Inspection Notes is an on-the-job “cliff notes” source, filled with details that may store time and cash whereas making sure caliber. To-do checklists, charts and tables with at-a-glance calculations, who’s-responsible-for-what details, and diagrams that truly illustrate complex details make it speedy and straightforward for busy development pros to do their jobs completely and successfully, and keep away from high priced errors. The books aid development professionals determine and meet inspection instructions, and supply consumers with schedules and requirements. all the as much as Code: Inspection Notes is concentrated at the IBC (International development Code), the main broadly followed development code in North the USA. Carpentry and Framing also will specialize in info from the EWA (Engineered wooden Association), and the overseas strength Conservation Code, foreign hearth Code, and ICC functionality Code. every one consultant covers: accountability; Authority; quality controls and coverage; Plans and necessities; store Drawings; Inspectors day-by-day file; Pre-Construction assembly; gear concept; Claims; development Schedules; exertions Enforcement; garage of fabrics; Contractor’s cost; Rights-of-Way; checklist Drawings; undertaking Turnover; Inspection documents; suggested gear; Inspection; defense.
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Additional resources for Carpentry and Framing Inspection Notes
Web stiffeners are required when joist hangers do not laterally support the top flange of the joist. • Install web stiffeners tight against top flange and with a 1⁄8-in. gap between bottom flange. 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.
Verify if doubling up of headers and trimmers is required. ❏ Check for joist hangers where framed into headers and girders. Ensure that they are correct size and strength. ❏ Are joists lapped over bearing and spiked or bolted together? ❏ Check for ventilation between sleepers by notching the end blocking. ❏ Where joists bear on bottom flange of steel beams, ensure that metal ties are carried across the beam on every fourth joist. ❏ Ensure that joists are doubled up under load-bearing partitions that run parallel with the joists.
10d) nail per flange. Stagger nails to avoid splitting. FLOORS FLOORS Blocking Panels Refer to Figure 4-13. • Blocking panels are to be used in dry conditions only. • Blocking panels are to be in full contact with upper floor and lower wall plate. • Blocking panels must be adequately designed to act as a load transfer point for gravity loads from floor and roof above. • Use 3-in. (10d) nails at 6 in. OC for Alljoist blocking panels. Load-bearing walls Figure 4-13 BLOCKING PANEL (COURTESY OF BOISE CASCADE CORPORATION) 52 53 Web stiffener BC RIM BOARD™ Figure 4-14 WEB STIFFENER (COURTESY BOISE CASCADE CORPORATION) Web Stiffeners Refer to Figure 4-14.