By Gil Taylor

ISBN-10: 0071465367

ISBN-13: 9780071465366

As much as Code: Carpentry and Framing Inspection Notes is an on-the-job “cliff notes” source, jam-packed with info that may retailer 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 info make it quick and straightforward for busy construction pros to do their jobs completely and successfully, and steer clear of high priced blunders. The books support development execs identify and meet inspection instructions, and supply consumers with schedules and requisites. all the as much as Code: Inspection Notes is concentrated at the IBC (International construction Code), the main greatly followed development code in North the United States. Carpentry and Framing also will specialise in details from the EWA (Engineered wooden Association), and the foreign strength Conservation Code, foreign hearth Code, and ICC functionality Code. each one advisor covers: accountability; Authority; qc and coverage; Plans and necessities; store Drawings; Inspectors day-by-day document; Pre-Construction assembly; apparatus concept; Claims; growth Schedules; hard work Enforcement; garage of fabrics; Contractor’s fee; Rights-of-Way; checklist Drawings; undertaking Turnover; Inspection documents; instructed gear; Inspection; defense.

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38 39 • BCI 400 and 450 joists: Maximum nail spacing is 18 in. OC. • BCI 600 and 90XL joists: Maximum nail spacing is 24 in. OC. • 14 gauge staples may be substituted for 8d nails if the staples penetrate at least 1 in. into the joist. • Cut backer and filler blocks to a maximum depth equal to the joist depth minus 31⁄4 in. to avoid a forced fit. ❏ Ensure that BCI joists are protected from the weather. BCI joists are intended only for applications that provide permanent protection from the weather.

Table values apply to either simple or continuous span joists. Span is measured center to center of the minimum required bearing length. ) 117⁄8 14 Live Total Live Total load load load load — 381 — 381 — 326 — 326 — 286 — 286 — 254 — 254 — 228 — 228 — 208 — 208 — 190 — 190 160 176 — 176 130 163 — 163 108 152 — 152 90 137 129 143 76 121 109 134 65 108 93 127 55 97 80 117 48 87 69 105 41 79 60 96 36 72 52 87 32 64 46 80 28 56 41 — 25 50 36 67 Live load — — — — — — — — — — — — 124 107 93 81 71 62 55 49 16 Total load 381 326 286 254 228 208 190 176 163 152 143 134 127 120 114 108 101 92 85 78 Note: Loads are given in pounds per lineal foot (plf).

31 Load-bearing wall Additional joist required Figure 4-2 JOISTS SUPPORTING LOAD-BEARING WALLS ❏ Check sizes of openings through joists. 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.

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Carpentry and Framing Inspection Notes by Gil Taylor

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